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Bridge Statistics for North Miami, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: North Miami, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 28 Total length: 142 meters (466ft) Total average daily traffic: 1,998,404 Total average daily truck traffic: 118,219 National Bridge Inventory (NBI) Registered Bridges for North Miami
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 870075, Location: 0.17M N OF NW 199 ST (Lat: 25.958333, Lng: -80.215000), Route carried "on" structure: US 441, Year Built: 1954, Year Reconstructed: 1973, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 30,250 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 52,484 (year 2028), Design Load: HS 20, Features Intersected: SNAKE CREEK CANAL C-9, Facility Carried by Structure: SR-7 (NW 2 Av) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.145, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, 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: 22.9m (75.1ft), Out-to-Out Width: 22.9m (75.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.0 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 15 months, Underwater Inspection Frequency: Every 15 months, Inspection Date: March 2007, Underwater Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 870168, Location: 0.1 mi E/O N Miami Ave (Lat: 25.957222, Lng: -80.199444), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 35,962 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 62,394 (year 2024), Design Load: HS 20, Features Intersected: Snake Creek Canal C-9, Facility Carried by Structure: Ives Dairy Rd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.587, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 25 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 14.5m (47.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 29.5m (96.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: November 2006, Underwater Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870322, Location: SR-922 (NW 125 ST) (Lat: 25.889139, Lng: -80.209028), Route carried "on" structure: Interstate 95, Year Built: 1962, Year Reconstructed: 1991, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 128,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 222,080 (year 2028), Design Load: HS 20, Features Intersected: SR-922 (NW/NE 125 ST) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.356, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.8m (84.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 26.6m (87.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 870344, Location: 1 MI N/O SR-924 (Lat: 25.898306, Lng: -80.209833), Route carried "on" structure: Interstate 95, Year Built: 1963, Year Reconstructed: 1994, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 128,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 222,080 (year 2028), Design Load: HS 20, Features Intersected: NW 135 ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.371, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.1m (72.5ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 23.0m (75.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870437, Location: AT NW 119 ST (Lat: 25.883806, Lng: -80.209139), Route carried "on" structure: Interstate 95, Year Built: 1962, Year Reconstructed: 1991, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 190,500 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 330,518 (year 2028), Design Load: HS 20, Features Intersected: 119 ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.749, Lanes on structure: 10, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.8m (84.6ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 53.2m (174.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 870438, Location: AT SR-922 (NW 125 ST) (Lat: 25.889139, Lng: -80.209028), Route carried "on" structure: Interstate 95, Year Built: 1963, Year Reconstructed: 1991, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 128,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 222,080 (year 2028), Design Load: HS 20, Features Intersected: SR 922 (NW/NE 125 St) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.356, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.8m (84.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 26.6m (87.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 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: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 870439, Location: AT NW 131 ST (Lat: 25.894444, Lng: -80.209444), Route carried "on" structure: Interstate 95, Year Built: 1962, Year Reconstructed: 1993, Status: Open, Structure Length: 12.92m (42.39ft), Average Daily Traffic: 256,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 444,160 (year 2028), Design Load: HS 20, Features Intersected: NW 131 ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.962, Lanes on structure: 11, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 54.3m (178.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 54.3m (178.1ft), Out-to-Out Width: 56.1m (184.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 870443, Location: 0.6MI N OF SR922/NW119 ST (Lat: 25.898333, Lng: -80.209444), Route carried "on" structure: Interstate 95, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 128,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 222,080 (year 2028), Design Load: HS 20, Features Intersected: NW 135 ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.371, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.8m (84.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 26.7m (87.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870444, Location: OPA LOCKA BLVD (Lat: 25.899778, Lng: -80.209611), Route carried "on" structure: Interstate 95, Year Built: 1963, Year Reconstructed: 1991, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 241,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 418,135 (year 2028), Design Load: HS 20, Features Intersected: OPA LOCKA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.526, Lanes on structure: 9, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.8m (84.6ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 49.7m (163.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 870445, Location: I-95 & NW 143 ST (Lat: 25.905583, Lng: -80.209944), Route carried "on" structure: Interstate 95, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 241,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 418,135 (year 2028), Design Load: HS 20, Features Intersected: NW 143 ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.181, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.1m (85.6ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 26.1m (85.6ft), Out-to-Out Width: 56.1m (184.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 87061, Location: 0.25M E OF MIAMI AVE (Lat: 25.900000, Lng: -80.195000), Route carried "on" structure: State highway 916, Year Built: 1960, Year Reconstructed: 1969, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 53,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 91,955 (year 2028), Design Load: HS 20, Features Intersected: BISCAYNE CANAL C-8 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.066, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.4m (70.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 22.4m (73.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2006, Underwater Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 870631, Location: N OF NW 111 ST (Lat: 25.878333, Lng: -80.186667), Route carried "on" structure: State highway 915, Year Built: 1961, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 20,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 34,700 (year 2028), Design Load: HS 20, Features Intersected: BISCAYNE CANAL C-8 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.422, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.0 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 13 months, Underwater Inspection Frequency: Every 13 months, Inspection Date: December 2007, Underwater Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 870671, Location: NE 125 ST at NW 3 AVE (Lat: 25.891667, Lng: -80.193333), Route carried "on" structure: State highway 922, Year Built: 1951, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 36,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 62,460 (year 2028), Design Load: HS 20, Features Intersected: Biscayne Canal C-8 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.745, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 18.4m (60.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present 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, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 870709, Location: W. OF A1A on CSWY (Lat: 25.972778, Lng: -80.128056), Route carried "on" structure: State highway 934, Year Built: 1993, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 12,700 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 22,035 (year 2028), Design Load: HS 20, Features Intersected: Indian Creek Channel, Facility Carried by Structure: N. BAY CSWY Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 6.058, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.4m (76.8ft), Skew: 8 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 28.5m (93.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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 minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2006, Underwater Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 870744, Location: 0.03 MILE SOUTH OF NE 135 (Lat: 25.870000, Lng: -80.170000), Route carried "on" structure: US 1, Year Built: 1993, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 43,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 74,605 (year 2028), Design Load: HS 20, Features Intersected: ARCH CREEK CANAL, Facility Carried by Structure: COMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.256, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 29.6m (97.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 30.5m (100.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.0 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, 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 2007, Underwater Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 870747, Location: US-1 and NE 176 St. (Lat: 25.941667, Lng: -80.158333), Route carried "on" structure: US 1, Year Built: 1998, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 61,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 105,835 (year 2028), Design Load: HS 20, Features Intersected: OLETA RIVER, Facility Carried by Structure: S.R. 5 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.820, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.7m (51.5ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 42.5m (139.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2007, Underwater Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 874035, Location: 400ft. N of NW 146 Street (Lat: 25.910000, Lng: -80.199722), Route carried "on" structure: County highway , Year Built: 1947, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 7,815 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 13,294 (year 2024), Design Load: H 20, Features Intersected: Biscayne Canal, Facility Carried by Structure: N Miami Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.842, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.0m (26.2ft), 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: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.0 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Underwater Inspection Date: Febuary 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 874071, Location: 400ft. N of NE 172nd St. (Lat: 25.938611, Lng: -80.150278), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 3.97m (13.02ft), Average Daily Traffic: 5,182 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 6,814 (year 2024), Design Load: HS 20, Features Intersected: Oleta River, Facility Carried by Structure: West Dixie Highway Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.543, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.3m (43.6ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 0.0m, Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.1 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: Equal to present desirable 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 877301, Location: 50 ft N of Broad Cswy (Lat: 25.890833, Lng: -80.150833), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 2.69m (8.83ft), Average Daily Traffic: 1,816 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 2,920 (year 2024), Design Load: HS 20, Features Intersected: Waterway, Facility Carried by Structure: Bayshore Drive Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: 877302, Location: 0.3 mile N of Broad Cswy (Lat: 25.893333, Lng: -80.151667), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 4,578 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 7,786 (year 2024), Design Load: HS 20, Features Intersected: Unnamed Channel, Facility Carried by Structure: N Bayshore Drive Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.958, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 870322, Location: SR-922 (NW 125 ST) (Lat: 25.889139, Lng: -80.209028), Route carried "under" structure: State highway 922, Year Built: 1962, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 35,500 (year 2006), Truck Traffic: 5%, Features Intersected: SR-922 (NW/NE 125 ST), Facility Carried by Structure: I-95 SB (870438) Minimum Vertical Clearance: 4.48m (14.70ft), Kilometerpoint: 0.013, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 870344, Location: 1 MI N/O SR-924 (Lat: 25.898306, Lng: -80.209833), Route carried "under" structure: City street 916, Year Built: 1963, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 16,500 (year 2007), Truck Traffic: 25%, Features Intersected: NW 135 ST, Facility Carried by Structure: I-95 SB (870443) Minimum Vertical Clearance: 4.33m (14.21ft), Kilometerpoint: 11.574, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft) Find on map >>
Structure Number: 870437, Location: AT NW 119 ST (Lat: 25.883806, Lng: -80.209139), Route carried "under" structure: State highway , Year Built: 1962, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 20,100 (year 2006), Truck Traffic: 2%, Features Intersected: 119 ST, Facility Carried by Structure: I-95 Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 3.417, Lanes on structure: 10, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 870438, Location: AT SR-922 (NW 125 ST) (Lat: 25.889139, Lng: -80.209028), Route carried "under" structure: State highway 922, Year Built: 1963, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 35,500 (year 2006), Truck Traffic: 5%, Features Intersected: SR 922 (NW/NE 125 St), Facility Carried by Structure: I-95 NB (870322) Minimum Vertical Clearance: 4.48m (14.70ft), Kilometerpoint: 0.158, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 870439, Location: AT NW 131 ST (Lat: 25.894444, Lng: -80.209444), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 12.92m (42.39ft), Average Daily Traffic: 108,500 (year 2006), Truck Traffic: 5%, Features Intersected: NW 131 ST, Facility Carried by Structure: I-95 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.974, Lanes on structure: 11, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 870443, Location: 0.6MI N OF SR922/NW119 ST (Lat: 25.898333, Lng: -80.209444), Route carried "under" structure: City street 916, Year Built: 1963, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 16,500 (year 2006), Truck Traffic: 25%, Features Intersected: NW 135 ST, Facility Carried by Structure: I-95 NB (870344) Minimum Vertical Clearance: 4.33m (14.21ft), Kilometerpoint: 11.599, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft) Find on map >>
Structure Number: 870444, Location: OPA LOCKA BLVD (Lat: 25.899778, Lng: -80.209611), Route carried "under" structure: City street 916, Year Built: 1963, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 14,000 (year 2006), Truck Traffic: 5%, Features Intersected: OPA LOCKA BLVD, Facility Carried by Structure: I-95 Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.702, Lanes on structure: 9, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft) Find on map >>
Structure Number: 870445, Location: I-95 & NW 143 ST (Lat: 25.905583, Lng: -80.209944), Route carried "under" structure: City street , Year Built: 1963, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 1 (year 2006), Features Intersected: NW 143 ST, Facility Carried by Structure: I-95 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Discuss this city on our hugely popular Florida forum Back to: North Miami, FL, Florida, All US cities.
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