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Bridge Statistics for North Miami Beach, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 20Number of bridges
  • 235m771ftTotal length
  • 759,945Total average daily traffic
  • 44,305Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for North Miami Beach
  • No street view available for this location

New bridges - Historical Statistics

  • 21940-1949
  • 41950-1959
  • 111960-1969
  • 31990-1999

Reconstructed bridges - Historical Statistics

  • 41980-1989
  • 31990-1999

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 870093,  Location: N OF NW 183 ST (MP 15.1) (Lat: 25.947411,  Lng: -80.185031),  Route carried "on" structure: Interstate 95,  Year Built: 1948,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 106,500 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 184,778 (year 2035),  Design Load: HS 20,  Features Intersected: SNAKE CREEK CANAL C-9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.928,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.3 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: 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: April 13,  Underwater Inspection Date: April 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 870094,  Location: 0.5MI N OF SR-860 (Lat: 25.947547,  Lng: -80.185219),  Route carried "on" structure: Interstate 95,  Year Built: 1948,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 106,500 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 184,778 (year 2035),  Design Load: HS 20,  Features Intersected: SNAKE CREEK CANAL C-9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.928,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.3 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: 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: April 13,  Underwater Inspection Date: April 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 870352,  Location: AT NW 183 ST (Lat: 25.941853,  Lng: -80.189406),  Route carried "on" structure: Interstate 95,  Year Built: 1962,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 25.59m (83.96ft),  Average Daily Traffic: 104,500 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 181,308 (year 2034),  Design Load: HS 20,  Features Intersected: SR-860 & I-95 SB Ramps
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.104,  Lanes on structure: 5,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.1 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 870449,  Location: AT NW 183 ST (Lat: 25.941689,  Lng: -80.189267),  Route carried "on" structure: Interstate 95,  Year Built: 1962,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 19.84m (65.09ft),  Average Daily Traffic: 104,500 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 181,308 (year 2035),  Design Load: HS 20,  Features Intersected: SR-860 & I-95 SB Ramps
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.104,  Lanes on structure: 4,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 870622,  Location: 0.5M W OF SR-5 (Lat: 25.947175,  Lng: -80.155025),  Route carried "on" structure: Alternate State highway 860,  Year Built: 1968,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 19,250 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,399 (year 2035),  Design Load: HS 20,  Features Intersected: OLETA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.202,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  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: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.3 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: Meets minimum limits,  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: April 13,  Underwater Inspection Date: April 13,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 870623,  Location: NE 183 St. / NE 11 Ave. (Lat: 25.944092,  Lng: -80.180386),  Route carried "on" structure: State highway 860,  Year Built: 1968,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.77m (15.65ft),  Average Daily Traffic: 24,250 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 42,074 (year 2035),  Design Load: HS 20,  Features Intersected: SNAKE CREEK CANAL C-9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.541,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Underwater Inspection Date: Febuary 14,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 870624,  Location: NE 183 st / NE 11 Ave. (Lat: 25.943967,  Lng: -80.180267),  Route carried "on" structure: State highway 860,  Year Built: 1956,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 24,250 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 42,074 (year 2035),  Design Load: HS 20,  Features Intersected: SNAKE CREEK CANAL C-9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.541,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 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: 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: Febuary 14,  Underwater Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 870746,  Location: .3m N of N.E. 163 St. (Lat: 25.928997,  Lng: -80.153042),  Route carried "on" structure: US U.S.1,  Year Built: 1998,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 29,250 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,749 (year 2035),  Design Load: HS 20,  Features Intersected: Snake Cr Canal,  Facility Carried by Structure: U.S. 1 SB
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 35.707,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 7 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 13,  Underwater Inspection Date: Febuary 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 870799,  Location: 0.2M N OF NW 119 ST. (Lat: 25.886417,  Lng: -80.191083),  Route carried "on" structure: Alternate State highway 909,  Year Built: 1996,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 22,000 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 38,170 (year 2035),  Design Load: HS 20,  Features Intersected: BISCAYNE CANL C-8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.282,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 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: 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: September 13,  Underwater Inspection Date: September 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 870961,  Location: .3m N of N.E. 163 St. (Lat: 25.929003,  Lng: -80.152783),  Route carried "on" structure: US US1,  Year Built: 1997,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 29,250 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,749 (year 2035),  Design Load: HS 20,  Features Intersected: Snake Cr. Canal,  Facility Carried by Structure: U.S.1 NB
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 35.707,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 7 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Underwater Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 874057,  Location: 130Ft. N of NE 192nd St (Lat: 25.953139,  Lng: -80.155028),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,481 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,141 (year 2036),  Design Load: HS 20,  Features Intersected: Oleta River,  Facility Carried by Structure: NE 23rd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 14,  Other Special Inspection Date: Febuary 14,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 87407,  Location: 0.15 Mile N of SR-826 (Lat: 25.928556,  Lng: -80.156028),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 15,263 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,960 (year 2036),  Design Load: H 20,  Features Intersected: Snake Creek Canal,  Facility Carried by Structure: W Dixie Highway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.249,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 86.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.9 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: 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: Febuary 14,  Underwater Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8775,  Location: 800Ft. N of NE 163rd St. (Lat: 25.928472,  Lng: -80.162083),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 23,735 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 39,196 (year 2036),  Design Load: HS 20,  Features Intersected: Snake Creek Canal C-9,  Facility Carried by Structure: NE 19th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.259,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 31.5m (103.3ft),  Out-to-Out Width: 32.5m (106.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  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: November 14,  Underwater Inspection Date: November 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 877501,  Location: 0.4Mile N of NE 163rd St. (Lat: 25.932583,  Lng: -80.170306),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 8.76m (28.74ft),  Average Daily Traffic: 6,916 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,454 (year 2036),  Design Load: HS 20,  Features Intersected: Snake Creek Canal C-9,  Facility Carried by Structure: NE 15th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.726,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.9m (45.6ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 13.5m (44.3ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 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: 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: November 14,  Underwater Inspection Date: November 14,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 870352,  Location: AT NW 183 ST (Lat: 25.941853,  Lng: -80.189406),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1962,  Structure Length: 25.59m (83.96ft),  Average Daily Traffic: 11,500 (year 2014),  Truck Traffic: 7%,  Features Intersected: SR-860 & I-95 SB Ramps
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 870352,  Location: AT NW 183 ST (Lat: 25.941853,  Lng: -80.189406),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1962,  Structure Length: 25.59m (83.96ft),  Average Daily Traffic: 15,000 (year 2014),  Truck Traffic: 14%,  Features Intersected: SR-860 & I-95 SB Ramps
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 870352,  Location: AT NW 183 ST (Lat: 25.941853,  Lng: -80.189406),  Route carried "under" structure: State highway 860,  Year Built: 1962,  Structure Length: 25.59m (83.96ft),  Average Daily Traffic: 43,500 (year 2014),  Truck Traffic: 6%,  Features Intersected: SR-860 & I-95 SB Ramps,  Facility Carried by Structure: I-95 SB (870449)
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 10.446,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 870449,  Location: AT NW 183 ST (Lat: 25.941689,  Lng: -80.189267),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1962,  Structure Length: 19.84m (65.09ft),  Average Daily Traffic: 14,400 (year 2014),  Truck Traffic: 10%,  Features Intersected: SR-860 & I-95 SB Ramps
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 2.396,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 870449,  Location: AT NW 183 ST (Lat: 25.941689,  Lng: -80.189267),  Route carried "under" structure: State highway 860,  Year Built: 1962,  Structure Length: 19.84m (65.09ft),  Average Daily Traffic: 43,500 (year 2014),  Truck Traffic: 6%,  Features Intersected: SR-860 & I-95 SB Ramps,  Facility Carried by Structure: I-95 NB (870352)
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 10.501,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 870449,  Location: AT NW 183 ST (Lat: 25.941689,  Lng: -80.189267),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1962,  Structure Length: 19.84m (65.09ft),  Average Daily Traffic: 14,400 (year 2014),  Truck Traffic: 10%,  Features Intersected: SR-860 & I-95 SB Ramps
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 23.469,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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