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Bridge Statistics for Coral Gables, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Coral Gables, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 50 meters (164ft) Total costs: $255,000 Total average daily traffic: 302,047 Total average daily truck traffic: 15,881 Total future (year 2024) average daily traffic: 495,562 National Bridge Inventory (NBI) Registered Bridges for Coral Gables
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 870019, Location: W OF SW 42 AVE (Lat: 25.670000, Lng: -80.281667), Route carried "on" structure: US 1, Year Built: 1900, Year Reconstructed: 1957, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 86,325 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 149,774 (year 2028), Design Load: HS 20, Features Intersected: CORAL GABLES CANAL, Facility Carried by Structure: COMP SR-5 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.002, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.9m (81.7ft), Out-to-Out Width: 28.6m (93.8ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 13 months, Underwater Inspection Frequency: Every 13 months, Inspection Date: November 2007, Underwater Inspection Date: November 2007, Bridge Improvement Cost: $147,000, Total Project Cost: $147,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 870629, Location: 1.2M W OF SR-5 (Lat: 25.736667, Lng: -80.275000), Route carried "on" structure: State highway 976, Year Built: 1951, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 50,500 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 87,618 (year 2028), Design Load: HS 20, Features Intersected: CORAL GABLES CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.199, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 13 months, Underwater Inspection Frequency: Every 13 months, Inspection Date: November 2007, Underwater Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 870638, Location: 200 FT N OF SW 35 ST (Lat: 25.738333, Lng: -80.286667), Route carried "on" structure: State highway 959, Year Built: 1936, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 16,800 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 29,148 (year 2028), Design Load: HS 20, Features Intersected: CORAL GABLES CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.764, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Total Project Cost: $108,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 874228, Location: 0.6 miles N/O SW 40th St. (Lat: 25.741111, Lng: -80.310833), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 9,364 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 15,042 (year 2024), Design Load: HS 20, Features Intersected: Coral Gables Canal, Facility Carried by Structure: SW 72nd Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.879, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.2 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2006, Underwater Inspection Date: March 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 874275, Location: N edge of Cocoplum Circle (Lat: 25.705833, Lng: -80.260833), Route carried "on" structure: City street , Year Built: 1943, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 34,503 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 58,685 (year 2024), Design Load: H 20, Features Intersected: Coral Gables Canal, Facility Carried by Structure: SW 42nd Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2006, Underwater Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 874278, Location: 800 ft N/O SW 72nd Street (Lat: 25.706944, Lng: -80.273056), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 7,564 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 8,176 (year 2024), Features Intersected: Mahi Canal, Facility Carried by Structure: Maynada Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.3m (50.2ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 874295, Location: 0.4 miles NE/O SW 57 Ave (Lat: 25.666111, Lng: -80.279444), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 25,867 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 29,456 (year 2024), Design Load: HS 20, Features Intersected: Snapper Creek Canal, Facility Carried by Structure: Old Cutler Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.550, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2006, Underwater Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 874302, Location: 0.1 mile W/O Granada Blvd (Lat: 25.726944, Lng: -80.272222), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 12,589 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 21,413 (year 2024), Design Load: HS 20, Features Intersected: Coral Gables Canal West, Facility Carried by Structure: Blue Rd (SW 48 St) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 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: Superior 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, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 874303, Location: 0.1 mile E/O Granada Blvd (Lat: 25.726944, Lng: -80.269444), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 12,342 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 20,993 (year 2024), Design Load: HS 20, Features Intersected: Coral Gables Canal East, Facility Carried by Structure: Blue Rd/SW 48th St Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.302, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.8m (61.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: 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: 8753, Location: 0.4 Mile N of BIRD RD (Lat: 25.738333, Lng: -80.284444), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 3,703 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 5,841 (year 2024), Design Load: H 20, Features Intersected: CORAL GABLES CANAL, Facility Carried by Structure: ALHAMBRA CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.3m (20.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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: Febuary 2008, Underwater Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 875301, Location: 500 ft. W/O BLUE RD (Lat: 25.729639, Lng: -80.271750), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 3,975 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 6,897 (year 2024), Design Load: HS 20, Features Intersected: CORAL CABLES CANAL, Facility Carried by Structure: GRANADA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.108, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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: 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: January 2008, Underwater Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 875302, Location: 0.1 mi E/O Cocoplum Rd (Lat: 25.704722, Lng: -80.258056), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 849 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 2,655 (year 2024), Design Load: HS 20, Features Intersected: Arroyo Profundo, Facility Carried by Structure: Prado Blvd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2006, Underwater Inspection Date: November 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 875303, Location: 0.2 mi E/O Cocoplum Rd (Lat: 25.700278, Lng: -80.249444), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 4.43m (14.53ft), Average Daily Traffic: 1,591 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 2,655 (year 2024), Design Load: HS 20, Features Intersected: Arroyo Sereno, Facility Carried by Structure: Isla Dorada Blvd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.8m (48.6ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2006, Underwater Inspection Date: November 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 875304, Location: 0.3 miles S/O SW 48th St. (Lat: 25.723556, Lng: -80.266722), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 1979, Status: Open, Structure Length: 2.75m (9.02ft), Average Daily Traffic: 13,525 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 21,413 (year 2024), Design Load: HS 20, Features Intersected: Coral Gables Canal, Facility Carried by Structure: Ponce de Leon Blvd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.597, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.3m (56.8ft), 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: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.0 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 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2008, Underwater Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 875305, Location: 1.0 MILE E/O US1 (Lat: 25.712222, Lng: -80.266944), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 7,242 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 11,680 (year 2024), Design Load: H 15, Features Intersected: CORAL GABLES CANAL, Facility Carried by Structure: HARDEE RD(64TH ST) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008 Find on map >>
Structure Number: 875306, Location: 100ft. N of ALHAMBRA CIR (Lat: 25.708889, Lng: -80.266389), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 3,975 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 6,897 (year 2024), Design Load: H 15, Features Intersected: CORAL GABLES CANAL, Facility Carried by Structure: GRANADA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.608, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Underwater Inspection Date: Febuary 2008 Find on map >>
Structure Number: 875307, Location: 2.5 Miles E/O US1 (Lat: 25.702222, Lng: -80.257222), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 3.06m (10.04ft), Average Daily Traffic: 2,693 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 3,893 (year 2024), Design Load: HS 20, Features Intersected: Lago Monaco, Facility Carried by Structure: Cocoplum Road EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.2m (33.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 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, 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: April 2006, Underwater Inspection Date: April 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 875308, Location: 0.4 mi. E/O Ingraham Hwy (Lat: 25.652500, Lng: -80.278056), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,825 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 5,841 (year 2024), Design Load: HS 20, Features Intersected: Coral Bay, Facility Carried by Structure: Lugo Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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: 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: July 2006, Underwater Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 875309, Location: 2.5 miles E/O US1 (Lat: 25.702222, Lng: -80.256944), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 3.06m (10.04ft), Average Daily Traffic: 2,693 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 4,425 (year 2024), Design Load: HS 20, Features Intersected: Lago Monaco, Facility Carried by Structure: Cocoplum Road WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.2m (33.5ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.3 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: 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: April 2006, Underwater Inspection Date: April 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 87531, Location: At University Drive (Lat: 25.722778, Lng: -80.273333), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,122 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 3,060 (year 2024), Design Load: HS 20+Mod, Features Intersected: Coral Gables Waterway, Facility Carried by Structure: Pisano Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Florida forum Back to: Coral Gables, FL, Florida, All US cities.
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