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Bridge Statistics for Glenvar Heights, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Glenvar Heights, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 234 meters (768ft) Total average daily traffic: 511,960 Total average daily truck traffic: 23,098 National Bridge Inventory (NBI) Registered Bridges for Glenvar Heights
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 870124, Location: SW 56 ST (Lat: 25.717694, Lng: -80.318639), Route carried "on" structure: State highway 826, Year Built: 1961, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 47,500 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 82,413 (year 2027), Design Load: HS 20, Features Intersected: SW 56 ST (Miller Dr) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.614, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.5m (93.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870125, Location: SR-826 & SR-874 INTRSCTN (Lat: 25.721389, Lng: -80.318889), Route carried "on" structure: State highway 826, Year Built: 1961, Status: Open, Structure Length: 17.34m (56.89ft), Average Daily Traffic: 50,000 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 86,750 (year 2028), Design Load: HS 20, Features Intersected: RR & 874&976 RAMPS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.047, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 87028, Location: SR 826 & SW 56 ST (Lat: 25.717694, Lng: -80.318278), Route carried "on" structure: State highway 826, Year Built: 1961, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 47,500 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 82,413 (year 2027), Design Load: HS 20, Features Intersected: SW 56 ST (MILLER DR) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.614, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 61.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870524, Location: 1.4mile N/O KENDALL ROAD (Lat: 25.705833, Lng: -80.335000), Route carried "on" structure: State highway 874, Year Built: 1975, Status: Open, Structure Length: 23.55m (77.26ft), Average Daily Traffic: 24,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 41,640 (year 2028), Design Load: HS 20, Features Intersected: SW 87 AVE (GALLOWAY RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.493, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.5m (41.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.2 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: Equal 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: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870525, Location: 1.4 mile N/O KENDALL ROAD (Lat: 25.705833, Lng: -80.334722), Route carried "on" structure: State highway 874, Year Built: 1975, Status: Open, Structure Length: 26.67m (87.50ft), Average Daily Traffic: 24,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 41,640 (year 2028), Design Load: HS 20, Features Intersected: SW 87 AVE (GALLOWAY RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.510, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.5m (41.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.2 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: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870526, Location: 1.6miles N OF SW 88TH ST (Lat: 25.717778, Lng: -80.323889), Route carried "on" structure: State highway 874, Year Built: 1975, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 24,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 41,640 (year 2028), Design Load: HS 20, Features Intersected: SW 56 ST (MILLER DR) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.174, 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), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870527, Location: 1.6miles N. OF SW 88TH ST (Lat: 25.717778, Lng: -80.323333), Route carried "on" structure: State highway 874, Year Built: 1975, Status: Open, Structure Length: 8.33m (27.33ft), Average Daily Traffic: 24,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 41,640 (year 2028), Design Load: HS 20, Features Intersected: SW 56 ST (MILLER DR) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.174, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.6m (44.6ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870542, Location: KILLIAN PKWY INTERCHANGE (Lat: 25.669444, Lng: -80.367778), Route carried "on" structure: Ramp State highway 874, Year Built: 1973, Status: Open, Structure Length: 9.62m (31.56ft), Average Daily Traffic: 5,460 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 10,128 (year 2026), Design Load: HS 20, Features Intersected: SCL R/R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.251, Lanes on structure: 1, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 5.5m (18.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 92.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 870543, Location: KILLIAN PKWY INTERCHANGE (Lat: 25.670833, Lng: -80.366389), Route carried "on" structure: Ramp State highway 874, Year Built: 1973, Status: Open, Structure Length: 7.90m (25.92ft), Average Daily Traffic: 26,000 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 32,000 (year 2026), Design Load: HS 20, Features Intersected: SCL R/R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.134, Lanes on structure: 1, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 5.2m (17.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.6 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 870544, Location: KILLIAN PKWY INTERCHANGE (Lat: 25.672500, Lng: -80.365000), Route carried "on" structure: Ramp State highway 874, Year Built: 1973, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 7,500 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 13,912 (year 2026), Design Load: HS 20, Features Intersected: SCL R/R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.758, Lanes on structure: 1, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 98.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 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, Underclear: Meets minimum limits, 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 870124, Location: SW 56 ST (Lat: 25.717694, Lng: -80.318639), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 25,000 (year 2007), Features Intersected: SW 56 ST (Miller Dr), Facility Carried by Structure: SR-826 SB (870280) Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.5m (93.5ft) Find on map >>
Structure Number: 870125, Location: SR-826 & SR-874 INTRSCTN (Lat: 25.721389, Lng: -80.318889), Route carried "under" structure: Ramp State highway 874, Year Built: 1961, Structure Length: 17.34m (56.89ft), Average Daily Traffic: 48,000 (year 2008), Truck Traffic: 5%, Features Intersected: RR & 874&976 RAMPS, Facility Carried by Structure: SR-826 SB (870281) Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 10.937, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 870125, Location: SR-826 & SR-874 INTRSCTN (Lat: 25.721389, Lng: -80.318889), Route carried "under" structure: Ramp State highway 976, Year Built: 1961, Structure Length: 17.34m (56.89ft), Average Daily Traffic: 12,000 (year 2008), Truck Traffic: 5%, Features Intersected: RR & 874&976 RAMPS, Facility Carried by Structure: SR-826 SB (870281) Minimum Vertical Clearance: 7.07m (23.20ft), Kilometerpoint: 5.013, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 87028, Location: SR 826 & SW 56 ST (Lat: 25.717694, Lng: -80.318278), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 25,000 (year 2007), Features Intersected: SW 56 ST (MILLER DR), Facility Carried by Structure: SR-826 NB (870124) Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 870524, Location: 1.4mile N/O KENDALL ROAD (Lat: 25.705833, Lng: -80.335000), Route carried "under" structure: State highway 973, Year Built: 1975, Structure Length: 23.55m (77.26ft), Average Daily Traffic: 33,500 (year 2006), Truck Traffic: 5%, Features Intersected: SW 87 AVE (GALLOWAY RD), Facility Carried by Structure: SR 874 (SB) Minimum Vertical Clearance: 8.51m (27.92ft), Kilometerpoint: 6.814, 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: 33.8m (110.9ft) Find on map >>
Structure Number: 870525, Location: 1.4 mile N/O KENDALL ROAD (Lat: 25.705833, Lng: -80.334722), Route carried "under" structure: State highway 973, Year Built: 1975, Structure Length: 26.67m (87.50ft), Average Daily Traffic: 33,500 (year 2006), Truck Traffic: 5%, Features Intersected: SW 87 AVE (GALLOWAY RD), Facility Carried by Structure: SR 874 (NB) Minimum Vertical Clearance: 8.46m (27.76ft), Kilometerpoint: 6.756, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 870526, Location: 1.6miles N OF SW 88TH ST (Lat: 25.717778, Lng: -80.323889), Route carried "under" structure: City street , Year Built: 1975, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 5,000 (year 2000), Truck Traffic: 5%, Features Intersected: SW 56 ST (MILLER DR), Facility Carried by Structure: SR 874 (SB) Minimum Vertical Clearance: 5.41m (17.75ft), 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: 25.3m (83.0ft) Find on map >>
Structure Number: 870527, Location: 1.6miles N. OF SW 88TH ST (Lat: 25.717778, Lng: -80.323333), Route carried "under" structure: City street , Year Built: 1975, Structure Length: 8.33m (27.33ft), Average Daily Traffic: 50,000 (year 2000), Truck Traffic: 5%, Features Intersected: SW 56 ST (MILLER DR), Facility Carried by Structure: SR 874 (NB) Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.9m (81.7ft) Discuss this city on our hugely popular Florida forum Back to: Glenvar Heights, FL, Florida, All US cities.
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