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

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Structure Number: 870002,  Location: 0.13M S OF NE 79 ST (Lat: 25.846542,  Lng: -80.184600),  Route carried "on" structure: US 5,  Year Built: 1928,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 58,990 (year 2042),  Design Load: HS 20,  Features Intersected: LITTLE RIVER CANAL C-7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.724,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870021,  Location: SR112 & I-95 INTERCHANGE (Lat: 25.812600,  Lng: -80.206789),  Route carried "on" structure: State highway 441,  Year Built: 1960,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 21,100 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,608 (year 2042),  Design Load: HS 20,  Features Intersected: I-195 (SR-112),  Facility Carried by Structure: COMP SR-7
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 5.198,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.6 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870022,  Location: 0.2 mile E of Toll Plaza (Lat: 25.812500,  Lng: -80.215806),  Route carried "on" structure: State highway 112,  Year Built: 1962,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.17m (16.96ft),  Average Daily Traffic: 78,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 136,198 (year 2042),  Design Load: HS 20,  Features Intersected: SR 933 (NW 12th Ave)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.376,  Lanes on structure: 9,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 42.5m (139.4ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 42.5m (139.4ft),  Out-to-Out Width: 44.1m (144.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870023,  Location: NW 36TH ST INTERCHANGE (Lat: 25.813722,  Lng: -80.206806),  Route carried "on" structure: US 441,  Year Built: 1960,  Status: Open,  Structure Length: 10.74m (35.24ft),  Average Daily Traffic: 21,100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,608 (year 2042),  Design Load: HS 20,  Features Intersected: I-95 RAMP NW 36TH ST,  Facility Carried by Structure: COMP SR-7
Minimum Vertical Clearance: 7.31m (23.98ft),  Kilometerpoint: 5.319,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 19.4m (63.6ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.8 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870036,  Location: NW 36 St, 200' E NW 72 AV (Lat: 25.808761,  Lng: -80.308703),  Route carried "on" structure: State highway 948,  Year Built: 1964,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 20.27m (66.50ft),  Average Daily Traffic: 26,750 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 46,411 (year 2042),  Design Load: HS 20,  Features Intersected: FEC R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.389,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870043,  Location: SR7 SB G. GLADES (Lat: 25.931358,  Lng: -80.205131),  Route carried "on" structure: US 441,  Year Built: 1963,  Status: Open,  Structure Length: 16.23m (53.25ft),  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,700 (year 2042),  Design Load: HS 20,  Features Intersected: I-95 RAMP,FEC RR,2ND AVE
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 871400,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 29.5m (96.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 870082,  Location: 1.0 mi E of SR-5 (Lat: 25.848014,  Lng: -80.171286),  Route carried "on" structure: State highway 934,  Year Built: 1972,  Status: Open,  Structure Length: 29.51m (96.82ft),  Average Daily Traffic: 20,750 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 36,001 (year 2040),  Design Load: HS 20,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: NE 79 St. WB
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 1.201,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 6.6m (21.7ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 45.5m (149.3ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Total Project Cost: $1,607,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870111,  Location: 1.1 mile West of I 95 (Lat: 25.812403,  Lng: -80.224000),  Route carried "on" structure: State highway 112,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 37,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 64,195 (year 2042),  Design Load: HS 20,  Features Intersected: NW 17th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.546,  Lanes on structure: 5,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.6 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870112,  Location: SR-826 & US-41 (Lat: 25.762594,  Lng: -80.320850),  Route carried "on" structure: State highway 826,  Year Built: 1960,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 11.08m (36.35ft),  Average Daily Traffic: 119,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 206,465 (year 2042),  Design Load: HL 93,  Features Intersected: US-41(SR-90)/ SW 8TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.571,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870119,  Location: 0.5 mile W of NW 22nd Ave (Lat: 25.812403,  Lng: -80.240361),  Route carried "on" structure: State highway 112,  Year Built: 1960,  Status: Open,  Structure Length: 5.81m (19.06ft),  Average Daily Traffic: 37,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 64,195 (year 2042),  Design Load: HS 20,  Features Intersected: SR 9 (NW 27th Avenue)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.907,  Lanes on structure: 3,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.7m (41.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.9m (104.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87012,  Location: 1.5 mile W of I-95 (Lat: 25.812194,  Lng: -80.232167),  Route carried "on" structure: State highway 112,  Year Built: 1960,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 37,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 64,195 (year 2042),  Design Load: HS 20,  Features Intersected: NW 22nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.731,  Lanes on structure: 3,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870122,  Location: 0.2 mile E of SR 953 Exit (Lat: 25.810500,  Lng: -80.256556),  Route carried "on" structure: State highway 112,  Year Built: 1960,  Status: Open,  Structure Length: 4.80m (15.75ft),  Average Daily Traffic: 39,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 68,099 (year 2042),  Design Load: H 20,  Features Intersected: NW 37th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.263,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.5m (67.3ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870123,  Location: 0.5 mile W of NW 27th Ave (Lat: 25.812250,  Lng: -80.248486),  Route carried "on" structure: State highway 112,  Year Built: 1960,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 39,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 68,099 (year 2042),  Design Load: HS 20,  Features Intersected: NW 32nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.093,  Lanes on structure: 3,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870135,  Location: SR 836 over NW 57th Ave (Lat: 25.784250,  Lng: -80.288528),  Route carried "on" structure: State highway 836,  Year Built: 1968,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 222,500 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 255,500 (year 2042),  Design Load: HS 20,  Features Intersected: NW 57th Ave (Red Rd)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.014,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.7m (81.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.8m (94.5ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870136,  Location: 0.75 mile W of SR 953 (Lat: 25.783767,  Lng: -80.274267),  Route carried "on" structure: State highway 836,  Year Built: 1968,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 89,500 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 155,283 (year 2042),  Design Load: HS 20,  Features Intersected: Blue Lagoon
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.490,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 28.6m (93.8ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.1m (10.2ft), Horizontal Clearance: 12.5m (41.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 28.6m (93.8ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.8 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum 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: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870137,  Location: 0.4 mi west of SR 953 (Lat: 25.783328,  Lng: -80.269653),  Route carried "on" structure: State highway 836,  Year Built: 1968,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.83m (12.57ft),  Average Daily Traffic: 195,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 224,000 (year 2042),  Design Load: HS 20,  Features Intersected: NW 45th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.963,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.3m (53.5ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870138,  Location: SR 836/SR 953 Interchange (Lat: 25.785569,  Lng: -80.264153),  Route carried "on" structure: State highway 836,  Year Built: 1969,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 89,500 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 155,283 (year 2042),  Design Load: HS 20,  Features Intersected: SR 953 (LeJeune Rd)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.571,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870139,  Location: 0.5 mile E of SR 953 (Lat: 25.786069,  Lng: -80.255917),  Route carried "on" structure: State highway 836,  Year Built: 1968,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 192,500 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 221,500 (year 2042),  Design Load: HS 20,  Features Intersected: NW 37th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.400,  Lanes on structure: 4,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.8m (71.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.4 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 87014,  Location: 0.5 mi. E of NW 42nd Ave (Lat: 25.785667,  Lng: -80.251347),  Route carried "on" structure: State highway 836,  Year Built: 1968,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 4.43m (14.53ft),  Average Daily Traffic: 61,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 106,702 (year 2042),  Design Load: HS 20,  Features Intersected: NW 34th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.108,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870141,  Location: 0.15 mi. W of NW 27th Ave (Lat: 25.784764,  Lng: -80.242014),  Route carried "on" structure: State highway 836,  Year Built: 1968,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 192,500 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 221,500 (year 2042),  Design Load: HS 20,  Features Intersected: NW 29th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.815,  Lanes on structure: 6,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 30.2m (99.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 35.3 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870142,  Location: SR 836/SR 9 Interchange (Lat: 25.784972,  Lng: -80.239528),  Route carried "on" structure: State highway 836,  Year Built: 1969,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.50m (18.04ft),  Average Daily Traffic: 86,500 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 150,078 (year 2042),  Design Load: HS 20,  Features Intersected: SR 9 (NW 27th Avenue)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.069,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870143,  Location: 0.2miles E of NW 27th Ave (Lat: 25.784722,  Lng: -80.237222),  Route carried "on" structure: State highway 836,  Year Built: 1968,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 135,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 234,225 (year 2042),  Design Load: HL 93,  Features Intersected: Comfort Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.307,  Lanes on structure: 8,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 49.0m (160.8ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 49.0m (160.8ft),  Out-to-Out Width: 76.8m (252.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870144,  Location: 0.5 mi. E of SR 9 (Lat: 25.783250,  Lng: -80.232778),  Route carried "on" structure: State highway 836,  Year Built: 1968,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 9.62m (31.56ft),  Average Daily Traffic: 68,750 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 119,281 (year 2042),  Design Load: HL 93,  Features Intersected: NW 11th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.782,  Lanes on structure: 5,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870145,  Location: 0.5 mi. E of SR 9 (NW 27) (Lat: 25.782653,  Lng: -80.231236),  Route carried "on" structure: State highway 836,  Year Built: 1968,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 54,750 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 94,991 (year 2042),  Design Load: HS 20,  Features Intersected: NW 22nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.103,  Lanes on structure: 5,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.5m (83.7ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870146,  Location: At 17th Avenue WB On Ramp (Lat: 25.782611,  Lng: -80.224264),  Route carried "on" structure: State highway 836,  Year Built: 1968,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 151,300 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 180,500 (year 2042),  Design Load: HL 93,  Features Intersected: LAWRENCE WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.653,  Lanes on structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  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: December 2020,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870147,  Location: 0.85 miles W of I 95 (Lat: 25.784028,  Lng: -80.218583),  Route carried "on" structure: State highway 836,  Year Built: 1968,  Status: Open,  Structure Length: 91.00m (298.56ft),  Average Daily Traffic: 68,750 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 119,281 (year 2041),  Design Load: HS 20,  Features Intersected: Roads & Miami River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.230,  Lanes on structure: 3,  Lanes under structure: 20,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.1m (49.5ft),  Skew: 4 degrees,  Navigation Control: Yes ( Vertical Clearance: 22.8m (74.8ft), Horizontal Clearance: 24.0m (78.7ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 26,  Length of Maximum Span: 48.6m (159.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870149,  Location: 1.0 mile E of Toll Plaza (Lat: 25.786194,  Lng: -80.213194),  Route carried "on" structure: State highway 836,  Year Built: 1967,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 11,000 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,085 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Wagner Creek Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.006,  Lanes on structure: 9,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 50.9m (167.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 51.0m (167.3ft),  Out-to-Out Width: 66.8m (219.2ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 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: 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: October 2021,  Underwater Inspection Date: October 2021

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Structure Number: 87015,  Location: 0.3 miles West of I 95 (Lat: 25.787569,  Lng: -80.210500),  Route carried "on" structure: State highway 836,  Year Built: 1967,  Status: Open,  Structure Length: 20.14m (66.08ft),  Average Daily Traffic: 69,141 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 117,841 (year 2042),  Design Load: HS 20,  Features Intersected: NW 10th Ave and NW 14 St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.164,  Lanes on structure: 5,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 49.0m (160.8ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870154,  Location: 1.3 MI S OF SR-836 (Lat: 25.763558,  Lng: -80.319036),  Route carried "on" structure: Ramp State highway 826,  Year Built: 1960,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 6,300 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,930 (year 2042),  Design Load: HL 93,  Features Intersected: TAMIAMI CANAL C-4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.093,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.7m (25.3ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870162,  Location: W END RICKENBACKER CSWY (Lat: 25.751217,  Lng: -80.204150),  Route carried "on" structure: Ramp State highway 913,  Year Built: 1970,  Status: Open,  Structure Length: 39.90m (130.91ft),  Average Daily Traffic: 8,600 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,921 (year 2042),  Design Load: HS 20,  Features Intersected: US1&S MIAMI AVE&SW 25 RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.117,  Lanes on structure: 2,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 5,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 77.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870163,  Location: S MIAMI AVE & SW 26 RD (Lat: 25.751550,  Lng: -80.204822),  Route carried "on" structure: Ramp State highway 913,  Year Built: 1970,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 3,800 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,593 (year 2042),  Design Load: HS 20,  Features Intersected: S MIAMI AVE & SW 26TH RD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870164,  Location: 0.88M W OF NW 7 AVE (Lat: 25.972222,  Lng: -80.229686),  Route carried "on" structure: State highway 852,  Year Built: 1972,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 26,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 45,978 (year 2042),  Design Load: HS 20,  Features Intersected: FLORIDA TURNPIKE (SR-91)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.693,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870165,  Location: At SR 933 (NW 12th Ave) (Lat: 25.785247,  Lng: -80.214811),  Route carried "on" structure: Ramp State highway 836,  Year Built: 1967,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 9,309 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 10,109 (year 2042),  Design Load: HS 20,  Features Intersected: SR 933 (NW 12th Avenue)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.654,  Lanes on structure: 1,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 6.2m (20.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.2m (112.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870166,  Location: IVES DAIRY ROAD (Lat: 25.964003,  Lng: -80.165725),  Route carried "on" structure: State highway 854,  Year Built: 1970,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 36,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 62,460 (year 2042),  Design Load: HS 20,  Features Intersected: I-95 (SR-9A)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.247,  Lanes on structure: 9,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 36.1m (118.4ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 36.1m (118.4ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.9 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870215,  Location: 14.3 MILES NORTH OF US 1 (Lat: 25.782264,  Lng: -80.386011),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 12.76m (41.86ft),  Average Daily Traffic: 52,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 91,088 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 836, NW 12ST,CANAL,RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.750,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.9m (58.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.8m (107.6ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870216,  Location: 15.3 MILES NORTH OF US-1 (Lat: 25.796903,  Lng: -80.386125),  Route carried "on" structure: State highway 821,  Year Built: 1974,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 52,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 91,088 (year 2042),  Design Load: HS 20,  Features Intersected: NW 25 ST & N LINE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.401,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870217,  Location: 16.3 MILES NORTH OF US-1 (Lat: 25.811736,  Lng: -80.386531),  Route carried "on" structure: State highway 821,  Year Built: 1973,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 50,400 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 87,444 (year 2042),  Design Load: HS 20,  Features Intersected: NW 41 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.059,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.0m (85.3ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870236,  Location: NW 36 St, 200' E NW 72 AV (Lat: 25.808628,  Lng: -80.308703),  Route carried "on" structure: State highway 948,  Year Built: 1964,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 20.27m (66.50ft),  Average Daily Traffic: 26,750 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 46,411 (year 2042),  Design Load: HS 20,  Features Intersected: FEC R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.389,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870238,  Location: SR 112 over US 27 (Lat: 25.809083,  Lng: -80.259444),  Route carried "on" structure: State highway 112,  Year Built: 1961,  Status: Open,  Structure Length: 30.88m (101.31ft),  Average Daily Traffic: 56,500 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 98,028 (year 2042),  Design Load: HL 93,  Features Intersected: WB SR 112 / US 27 / RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.934,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870266,  Location: 1.1 mile West of I 95 (Lat: 25.812222,  Lng: -80.224000),  Route carried "on" structure: State highway 112,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 37,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 64,195 (year 2042),  Design Load: HS 20,  Features Intersected: NW 17th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.546,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete