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Bridge Statistics for Miramar, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Miramar, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 44 Total length: 637 meters (2,090ft) Total costs: $320,000 Total average daily traffic: 2,158,352 Total average daily truck traffic: 161,391 National Bridge Inventory (NBI) Registered Bridges for Miramar
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 860069, Location: 0.2 MI. SO. OF 872 ON TPK (Lat: 25.973150, Lng: -80.233817), Route carried "on" structure: Ramp State highway 821, Year Built: 1994, Status: Open, Structure Length: 57.76m (189.50ft), Average Daily Traffic: 5,080 (year 2007), Average Future Daily Traffic: 8,057 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 91 & SR 872, Facility Carried by Structure: SR91 NB TPK 3.268 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.135, Lanes on structure: 1, Lanes under structure: 17, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 60.9m (199.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Inventory Rating: 71.4 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860088, Location: 6.6 MI W OF SR-91 (TPK) (Lat: 25.964056, Lng: -80.332833), Route carried "on" structure: State highway 821, Year Built: 1973, Status: Open, Structure Length: 8.16m (26.77ft), Average Daily Traffic: 31,050 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 53,872 (year 2028), Design Load: HS 20+Mod, Features Intersected: SNAKE CREEK CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.196, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.1m (43.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 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, Waterway Adequacy: Superior 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: September 2007, Underwater Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860089, Location: 5.1 MI WEST SR-91 (TPK) (Lat: 25.970861, Lng: -80.311167), Route carried "on" structure: State highway 821, Year Built: 1973, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 31,050 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 53,872 (year 2028), Design Load: HS 20+Mod, Features Intersected: FLAMINGO RD & CANAL Minimum Vertical Clearance: 16.73m (54.89ft), Kilometerpoint: 3.531, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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, Underclear: High priority of corrective action, 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: September 2007, Underwater Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 86009, Location: 4.1 MI W OF SR-91 (TPK) (Lat: 25.971528, Lng: -80.278500), Route carried "on" structure: State highway 821, Year Built: 1973, Status: Open, Structure Length: 9.53m (31.27ft), Average Daily Traffic: 31,050 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 53,872 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR 847 PALM AVE & CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.780, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.3m (43.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860091, Location: 2.1 MI W OF SR-91 (TPK) (Lat: 25.972083, Lng: -80.262556), Route carried "on" structure: State highway 821, Year Built: 1972, Status: Open, Structure Length: 5.19m (17.03ft), Average Daily Traffic: 31,050 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 53,872 (year 2028), Design Load: HS 20+Mod, Features Intersected: DOUGLAS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.380, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.0m (85.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860092, Location: 1.1 MI W OF SR-91 (TPK) (Lat: 25.972528, Lng: -80.246694), Route carried "on" structure: State highway 821, Year Built: 1972, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 31,050 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 53,872 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR 817 UNIVERSITY &CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.934, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $180,000, Total Project Cost: $180,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860093, Location: 0.1 MI N OF DADE CO. LINE (Lat: 25.973194, Lng: -80.229750), Route carried "on" structure: Ramp State highway 821, Year Built: 1972, Status: Open, Structure Length: 7.97m (26.15ft), Average Daily Traffic: 31,050 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 53,872 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR 91 TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.681, Lanes on structure: 2, Lanes under structure: 7, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.7m (87.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 50.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860149, Location: Dade/Broward County Line (Lat: 25.964406, Lng: -80.310867), Route carried "on" structure: Alternate County highway 823, Year Built: 1959, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 17,600 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 30,536 (year 2026), Design Load: H 20, Features Intersected: Snake Creek Canal (C-9), Facility Carried by Structure: Old Flamingo Rd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.797, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 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: Superior 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: October 2006, Underwater Inspection Date: October 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 860188, Location: 6.6 MI W OF SR-91 (TPK) (Lat: 25.964028, Lng: -80.332278), Route carried "on" structure: State highway 821, Year Built: 1973, Status: Open, Structure Length: 8.13m (26.67ft), Average Daily Traffic: 31,050 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 53,872 (year 2028), Design Load: HS 20+Mod, Features Intersected: SNAKE CREEK CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.199, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.1m (43.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.2m (66.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 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, Waterway Adequacy: Superior 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: September 2007, Underwater Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860189, Location: 5.1 MI WEST OF SR-91(TPK) (Lat: 25.970556, Lng: -80.311167), Route carried "on" structure: State highway 821, Year Built: 1973, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 31,050 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 53,872 (year 2028), Design Load: HS 20+Mod, Features Intersected: FLAMINGO RD & CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.531, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, 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: September 2007, Underwater Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 86019, Location: 4.1 MI W OF SR-91 (TPK) (Lat: 25.971200, Lng: -80.278683), Route carried "on" structure: State highway 821, Year Built: 1973, Status: Open, Structure Length: 9.53m (31.27ft), Average Daily Traffic: 31,050 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 53,872 (year 2028), Design Load: HS 20, Features Intersected: SR 847 PALM AVE & CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.780, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.3m (43.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860191, Location: 2.1 MI W OF SR-91 (TPK) (Lat: 25.971733, Lng: -80.262517), Route carried "on" structure: State highway 821, Year Built: 1972, Status: Open, Structure Length: 5.19m (17.03ft), Average Daily Traffic: 31,050 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 53,872 (year 2028), Design Load: HS 20+Mod, Features Intersected: DOUGLAS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.380, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.0m (85.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860192, Location: 1.1 MI W OF SR-91 (TPK) (Lat: 25.972217, Lng: -80.246850), Route carried "on" structure: State highway 821, Year Built: 1972, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 31,050 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 53,872 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR 817 UNIVERSITY &CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.941, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $140,000, Total Project Cost: $140,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 86032, Location: 0.8 MI N/O SNAKE CREEK (Lat: 25.968333, Lng: -80.352500), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 163,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 282,805 (year 2028), Design Load: HS 20, Features Intersected: I-75 (SR-93), Facility Carried by Structure: BASS CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.375, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 860327, Location: AT DADE COUNTY LINE (Lat: 25.957094, Lng: -80.351667), Route carried "on" structure: Interstate 75, Year Built: 1982, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 81,500 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 141,403 (year 2028), Design Load: HS 20+Mod, Features Intersected: SNAKE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.4 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: Superior 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: September 2006, Underwater Inspection Date: September 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 860328, Location: AT DADE COUNTY LINE (Lat: 25.957222, Lng: -80.351667), Route carried "on" structure: Interstate 75, Year Built: 1982, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 81,500 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 141,403 (year 2028), Design Load: HS 20+Mod, Features Intersected: SNAKE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 27.8m (91.2ft), Out-to-Out Width: 29.5m (96.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 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: Superior 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: September 2006, Underwater Inspection Date: September 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 860351, Location: 0.5 MI N/O MIRAMAR PKWY (Lat: 25.988611, Lng: -80.343744), Route carried "on" structure: Interstate 75, Year Built: 1982, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 55,500 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 96,293 (year 2028), Design Load: HS 20+Mod, Features Intersected: C-4 CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.800, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.9m (68.6ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 21.6m (70.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 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: Superior 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: September 2006, Underwater Inspection Date: September 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 860352, Location: 0.5 MI N/O MIRAMAR PKWY (Lat: 25.988611, Lng: -80.343611), Route carried "on" structure: Interstate 75, Year Built: 1982, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 55,500 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 96,293 (year 2028), Design Load: HS 20+Mod, Features Intersected: C-4 CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.726, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.9m (68.6ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 21.6m (70.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.3 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: Superior 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: September 2006, Underwater Inspection Date: September 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 860361, Location: 0.6 MI N OF DADE CO. LINE (Lat: 25.981667, Lng: -80.230278), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 108,500 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 188,248 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR 91 TPK & CANAL, Facility Carried by Structure: MRMR PWY 47.9 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.028, Lanes on structure: 6, Lanes under structure: 7, Owner: State Toll Authority, Approaching Roadway Width: 25.9m (85.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 32.3m (106.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 99.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860394, Location: 1.6 MI N OF DADE CO. LINE (Lat: 25.995083, Lng: -80.224667), Route carried "on" structure: State highway 91, Year Built: 1983, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 54,250 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 94,124 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR 824 PEMBROKE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.589, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.9m (55.4ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 76.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860395, Location: 1.6 MI N OF DADE CO. LINE (Lat: 25.995050, Lng: -80.224217), Route carried "on" structure: State highway 91, Year Built: 1983, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 54,250 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 94,124 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR 824 PEMBROKE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.622, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.9m (55.4ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 76.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 86055, Location: 1 MI. E. FLAMINGO RD. (Lat: 25.971192, Lng: -80.295136), Route carried "on" structure: State highway 823, Year Built: 1989, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 33,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 57,255 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR 821 Fl. Tpk. Ext., Facility Carried by Structure: RED/FLAMINGO RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 37.2m (122.0ft), Out-to-Out Width: 38.0m (124.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 867402, Location: ADJ TO SW 148TH AVE (Lat: 25.964856, Lng: -80.343186), Route carried "on" structure: Other road , Year Built: 1974, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 2 (year 2001), Average Future Daily Traffic: 17 (year 2027), Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: BASS CK MAINT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 867403, Location: AT SR-823 (Lat: 25.965239, Lng: -80.311069), Route carried "on" structure: Other road , Year Built: 1974, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 300 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 360 (year 2027), Features Intersected: FLAMINGO CANAL, Facility Carried by Structure: N BASS CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: March 2007, Underwater Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860069, Location: 0.2 MI. SO. OF 872 ON TPK (Lat: 25.973150, Lng: -80.233817), Route carried "under" structure: State highway 91, Year Built: 1994, Structure Length: 57.76m (189.50ft), Average Daily Traffic: 69,300 (year 2007), Truck Traffic: 9%, Features Intersected: SR 91 & SR 872 Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 5.259, Lanes on structure: 1, Lanes under structure: 7, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 60.9m (199.8ft) Find on map >>
Structure Number: 860069, Location: 0.2 MI. SO. OF 872 ON TPK (Lat: 25.973150, Lng: -80.233817), Route carried "under" structure: State highway 872, Year Built: 1994, Structure Length: 57.76m (189.50ft), Average Daily Traffic: 69,300 (year 2006), Truck Traffic: 9%, Features Intersected: SR 91 & SR 872, Facility Carried by Structure: SR91 NB TPK 3.268 Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 5.259, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 60.9m (199.8ft) Find on map >>
Structure Number: 860069, Location: 0.2 MI. SO. OF 872 ON TPK (Lat: 25.973150, Lng: -80.233817), Route carried "under" structure: Ramp State highway 91, Year Built: 1994, Structure Length: 57.76m (189.50ft), Average Daily Traffic: 69,300 (year 2006), Truck Traffic: 9%, Features Intersected: SR 91 & SR 872 Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 5.259, Lanes on structure: 1, Lanes under structure: 1, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 60.9m (199.8ft) Find on map >>
Structure Number: 860069, Location: 0.2 MI. SO. OF 872 ON TPK (Lat: 25.973150, Lng: -80.233817), Route carried "under" structure: Ramp State highway 91, Year Built: 1994, Structure Length: 57.76m (189.50ft), Average Daily Traffic: 69,300 (year 2006), Truck Traffic: 9%, Features Intersected: SR 91 & SR 872 Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 5.259, Lanes on structure: 1, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 60.9m (199.8ft) Find on map >>
Structure Number: 860069, Location: 0.2 MI. SO. OF 872 ON TPK (Lat: 25.973150, Lng: -80.233817), Route carried "under" structure: Ramp State highway 91, Year Built: 1994, Structure Length: 57.76m (189.50ft), Average Daily Traffic: 69,300 (year 2006), Truck Traffic: 9%, Features Intersected: SR 91 & SR 872 Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 5.259, Lanes on structure: 1, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 60.9m (199.8ft) Find on map >>
Structure Number: 860089, Location: 5.1 MI WEST SR-91 (TPK) (Lat: 25.970861, Lng: -80.311167), Route carried "under" structure: State highway 823, Year Built: 1973, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 19,300 (year 2006), Truck Traffic: 3%, Features Intersected: FLAMINGO RD & CANAL, Facility Carried by Structure: SR821 SB HEFT 42.1 Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 1.545, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 86009, Location: 4.1 MI W OF SR-91 (TPK) (Lat: 25.971528, Lng: -80.278500), Route carried "under" structure: State highway 847, Year Built: 1973, Structure Length: 9.53m (31.27ft), Average Daily Traffic: 21,604 (year 2003), Truck Traffic: 4%, Features Intersected: SR 847 PALM AVE & CANAL, Facility Carried by Structure: SR821 SB HEFT 44.2 Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.074, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 860091, Location: 2.1 MI W OF SR-91 (TPK) (Lat: 25.972083, Lng: -80.262556), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 5.19m (17.03ft), Average Daily Traffic: 206 (year 2001), Truck Traffic: 8%, Features Intersected: DOUGLAS RD, Facility Carried by Structure: SR821 SB HEFT 45.2 Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.0m (85.3ft) Find on map >>
Structure Number: 860092, Location: 1.1 MI W OF SR-91 (TPK) (Lat: 25.972528, Lng: -80.246694), Route carried "under" structure: State highway 817, Year Built: 1972, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 57,000 (year 2006), Truck Traffic: 2%, Features Intersected: SR 817 UNIVERSITY &CANAL, Facility Carried by Structure: SR821 SB HEFT 46.2 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.076, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft) Find on map >>
Structure Number: 860093, Location: 0.1 MI N OF DADE CO. LINE (Lat: 25.973194, Lng: -80.229750), Route carried "under" structure: State highway 91, Year Built: 1972, Structure Length: 7.97m (26.15ft), Average Daily Traffic: 108,500 (year 2007), Truck Traffic: 11%, Features Intersected: SR 91 TPK, Facility Carried by Structure: SR821 NB HEFT 47.2 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.101, 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: 26.7m (87.6ft) Find on map >>
Structure Number: 860189, Location: 5.1 MI WEST OF SR-91(TPK) (Lat: 25.970556, Lng: -80.311167), Route carried "under" structure: State highway 823, Year Built: 1973, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 19,300 (year 2006), Truck Traffic: 3%, Features Intersected: FLAMINGO RD & CANAL, Facility Carried by Structure: SR821 NB HEFT 42.2 Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 1.516, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 86019, Location: 4.1 MI W OF SR-91 (TPK) (Lat: 25.971200, Lng: -80.278683), Route carried "under" structure: State highway 847, Year Built: 1973, Structure Length: 9.53m (31.27ft), Average Daily Traffic: 21,604 (year 2003), Truck Traffic: 4%, Features Intersected: SR 847 PALM AVE & CANAL, Facility Carried by Structure: SR821 NB HEFT 44.2 Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.045, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 860191, Location: 2.1 MI W OF SR-91 (TPK) (Lat: 25.971733, Lng: -80.262517), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 5.19m (17.03ft), Average Daily Traffic: 206 (year 2007), Truck Traffic: 8%, Features Intersected: DOUGLAS RD, Facility Carried by Structure: SR821 NB HEFT 45.2 Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.0m (85.3ft) Find on map >>
Structure Number: 860192, Location: 1.1 MI W OF SR-91 (TPK) (Lat: 25.972217, Lng: -80.246850), Route carried "under" structure: State highway 817, Year Built: 1972, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 57,000 (year 2007), Truck Traffic: 2%, Features Intersected: SR 817 UNIVERSITY &CANAL, Facility Carried by Structure: SR821 NB HEFT 46.2 Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 0.047, Lanes on structure: 2, Lanes under structure: 8, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft) Find on map >>
Structure Number: 86032, Location: 0.8 MI N/O SNAKE CREEK (Lat: 25.968333, Lng: -80.352500), Route carried "under" structure: Interstate 75, Year Built: 1982, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 163,000 (year 2006), Truck Traffic: 6%, Features Intersected: I-75 (SR-93), Facility Carried by Structure: BASS CREEK ROAD Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 1.241, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 860361, Location: 0.6 MI N OF DADE CO. LINE (Lat: 25.981667, Lng: -80.230278), Route carried "under" structure: State highway 91, Year Built: 1979, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 108,500 (year 2007), Truck Traffic: 11%, Features Intersected: SR 91 TPK & CANAL, Facility Carried by Structure: MRMR PWY 47.9 Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 1.028, Lanes on structure: 6, Lanes under structure: 7, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 860394, Location: 1.6 MI N OF DADE CO. LINE (Lat: 25.995083, Lng: -80.224667), Route carried "under" structure: State highway 824, Year Built: 1983, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 37,000 (year 2006), Truck Traffic: 3%, Features Intersected: SR 824 PEMBROKE RD, Facility Carried by Structure: SR91 SB TPK 48.85 Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 2.308, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft) Find on map >>
Structure Number: 860395, Location: 1.6 MI N OF DADE CO. LINE (Lat: 25.995050, Lng: -80.224217), Route carried "under" structure: State highway 824, Year Built: 1983, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 37,000 (year 2006), Truck Traffic: 3%, Features Intersected: SR 824 PEMBROKE RD, Facility Carried by Structure: SR91 NB TPK 48.87 Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 2.324, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft) Find on map >>
Structure Number: 86055, Location: 1 MI. E. FLAMINGO RD. (Lat: 25.971192, Lng: -80.295136), Route carried "under" structure: Other road 821, Year Built: 1989, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 62,100 (year 2006), Truck Traffic: 8%, Features Intersected: SR 821 Fl. Tpk. Ext., Facility Carried by Structure: RED/FLAMINGO RD. Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 5.163, Lanes on structure: 6, Lanes under structure: 6, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft) Find on map >>
Structure Number: 869001, Location: Miramar Pkwy & SR-817 (Lat: 25.982208, Lng: -80.247397), Route carried "under" structure: State highway 817, Year Built: 1973, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 48,000 (year 2006), Truck Traffic: 2%, Features Intersected: SR-817 Univ Dr, Facility Carried by Structure: Ped Overpass Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 1.188, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.3m (119.1ft) Discuss this city on our hugely popular Florida forum Back to: Miramar, FL, Florida, All US cities.
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