Bridge Statistics for Carol City, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 870035,  Location: 0.5 MI E/O SR 817 (Lat: 25.926500,  Lng: -80.236722),  Route carried "on" structure: State highway 826,  Year Built: 1962,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 5.44m (17.85ft),  Average Daily Traffic: 72,250 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 125,354 (year 2028),  Design Load: HS 20,  Features Intersected: NW 22 AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.265,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.3m (53.5ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 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: 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: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870045,  Location: GOLDEN GLADES INTERCHANGE (Lat: 25.924722,  Lng: -80.211389),  Route carried "on" structure: State highway 91,  Year Built: 1967,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 31,000 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 55,323 (year 2026),  Design Load: HS 20,  Features Intersected: SR-9 / NW 27 AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.819,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87005,  Location: 0.7ml W of Golden Glades (Lat: 25.927056,  Lng: -80.221583),  Route carried "on" structure: State highway 826,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.31m (14.14ft),  Average Daily Traffic: 64,750 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 112,341 (year 2028),  Design Load: HS 20,  Features Intersected: NW 12 & 13 Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.771,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.8m (68.2ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 870104,  Location: 1MI E OF SR817(NW27AVE) (Lat: 25.927167,  Lng: -80.228667),  Route carried "on" structure: State highway 826,  Year Built: 1963,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 72,250 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 125,354 (year 2028),  Design Load: HS 20,  Features Intersected: NW 17 AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.089,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.8m (130.6ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 39.8m (130.6ft),  Out-to-Out Width: 41.3m (135.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870159,  Location: GOLDEN GLADES INTERCHANGE (Lat: 25.925833,  Lng: -80.211667),  Route carried "on" structure: Ramp State highway 95,  Year Built: 1964,  Status: Open,  Structure Length: 6.26m (20.54ft),  Average Daily Traffic: 27,888 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,390 (year 2027),  Design Load: HS 20,  Features Intersected: SCL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.710,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.4m (60.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870234,  Location: AT NW 37 AVE (Lat: 25.925833,  Lng: -80.260556),  Route carried "on" structure: State highway 826,  Year Built: 1964,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 61,750 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 107,136 (year 2028),  Design Load: HS 20,  Features Intersected: NW 37 AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.845,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870239,  Location: NW 27 AVE (Lat: 25.926278,  Lng: -80.244806),  Route carried "on" structure: State highway 826,  Year Built: 1964,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 64,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 111,040 (year 2028),  Design Load: HS 20,  Features Intersected: SR-817 (NW 27 AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.460,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 32.1m (105.3ft),  Out-to-Out Width: 33.6m (110.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870245,  Location: GOLDEN GLADES INTERCHANGE (Lat: 25.924722,  Lng: -80.211389),  Route carried "on" structure: Ramp State highway 95,  Year Built: 1967,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 20,500 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,250 (year 2027),  Design Load: HS 20,  Features Intersected: SR-9 / NW 27 AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.544,  Lanes on structure: 3,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870249,  Location: SR-826 AT NW 42 AVE (Lat: 25.925556,  Lng: -80.268611),  Route carried "on" structure: State highway 826,  Year Built: 1965,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 61,750 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 107,136 (year 2028),  Design Load: HS 20,  Features Intersected: NW 42 AVE (LEJEUNE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.037,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87038,  Location: GOLDEN GLADE INTERCHANGE (Lat: 25.925694,  Lng: -80.211750),  Route carried "on" structure: Ramp State highway 95,  Year Built: 1957,  Status: Open,  Structure Length: 5.28m (17.32ft),  Average Daily Traffic: 30,115 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,250 (year 2027),  Design Load: HS 20,  Features Intersected: SCL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.668,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 3 degrees,  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: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870695,  Location: 2.2 MILES N OF GOLD GLAD (Lat: 25.941850,  Lng: -80.223067),  Route carried "on" structure: State highway 91,  Year Built: 1988,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 34,650 (year 2008),  Truck Traffic: 9%,  Average Future Daily Traffic: 60,118 (year 2030),  Design Load: HS 20,  Features Intersected: NW 199 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.529,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.9m (55.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870696,  Location: 2.2 MI N OF GOLDEN GLADE (Lat: 25.956067,  Lng: -80.228933),  Route carried "on" structure: State highway 91,  Year Built: 1987,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 34,650 (year 2008),  Truck Traffic: 9%,  Average Future Daily Traffic: 60,118 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: NW 199 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.529,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870697,  Location: RMP TO PRO PLAYER STADIUM (Lat: 25.956150,  Lng: -80.228750),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1988,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 5,000 (year 2008),  Average Future Daily Traffic: 11,230 (year 2030),  Design Load: HS 20,  Features Intersected: NW 199 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.377,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870698,  Location: 0.3 MILES N OF NW 199TH (Lat: 25.960567,  Lng: -80.229250),  Route carried "on" structure: State highway 91,  Year Built: 1988,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 34,650 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 60,118 (year 2028),  Design Load: HS 20,  Features Intersected: SNAKE CREEK CANAL C-9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.027,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.3m (56.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Underwater Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870699,  Location: 0.3 MILES N OF NW 199 ST (Lat: 25.960733,  Lng: -80.229550),  Route carried "on" structure: State highway 91,  Year Built: 1988,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 34,650 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 60,118 (year 2028),  Design Load: HS 20,  Features Intersected: SNAKE CREEK CANAL C-9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.027,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.7m (77.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable 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: Febuary 2008,  Underwater Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8707,  Location: 0.3 MILES N OF NW 199 ST (Lat: 25.960667,  Lng: -80.229900),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1988,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 5,000 (year 2008),  Average Future Daily Traffic: 11,230 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SNAKE CREEK CANAL C-9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.103,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.1m (39.7ft),  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-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Underwater Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870701,  Location: 0.5M N OF NW 199 ST (Lat: 25.959633,  Lng: -80.229233),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1988,  Status: Open,  Structure Length: 23.87m (78.31ft),  Average Daily Traffic: 5,000 (year 2007),  Average Future Daily Traffic: 11,230 (year 2029),  Design Load: HS 20,  Features Intersected: SR 91 TPK & CANAL
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 0.735,  Lanes on structure: 2,  Lanes under structure: 7,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,800,000,  Total Project Cost: $1,800,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870702,  Location: RAMP N TO W (N NW 199 ST) (Lat: 25.959583,  Lng: -80.229367),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1988,  Status: Open,  Structure Length: 36.55m (119.91ft),  Average Daily Traffic: 5,000 (year 2007),  Average Future Daily Traffic: 11,230 (year 2029),  Design Load: HS 20,  Features Intersected: SR 91 TPK (DOLPHIN INT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.668,  Lanes on structure: 2,  Lanes under structure: 11,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 62.2m (204.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $3,400,000,  Total Project Cost: $3,400,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870707,  Location: 0.3M N OF NW 199 ST (Lat: 25.960150,  Lng: -80.230400),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1988,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 11,400 (year 2008),  Average Future Daily Traffic: 24,856 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.204,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 874005,  Location: At NW 47th Avenue (Lat: 25.970806,  Lng: -80.278667),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 563 (year 1999),  Truck Traffic: 50%,  Average Future Daily Traffic: 885 (year 2024),  Design Load: H 20,  Features Intersected: Palm Avenue Canal,  Facility Carried by Structure: NW 215th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.6 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Underwater Inspection Date: December 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874017,  Location: 200ft. E of NW 39th Ct (Lat: 25.947417,  Lng: -80.265472),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 2.48m (8.14ft),  Average Daily Traffic: 1,415 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,415 (year 2024),  Design Load: HS 20,  Features Intersected: Carol City Canal,  Facility Carried by Structure: NW 19st Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.363,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Underwater Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 874021,  Location: 1/4 mile N/O NW 173rd St (Lat: 25.931250,  Lng: -80.285639),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 2.48m (8.14ft),  Average Daily Traffic: 1,485 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,672 (year 2024),  Design Load: HS 20,  Features Intersected: Carol City Canal,  Facility Carried by Structure: NW 52nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Underwater Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 874023,  Location: 0.1 miles N/O NW 175th St (Lat: 25.936606,  Lng: -80.269228),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Posted for load,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 2,101 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,894 (year 2024),  Design Load: H 20,  Features Intersected: Carol City Canal,  Facility Carried by Structure: NW 42nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.308,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Underwater Inspection Date: November 2007,  Other Special Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 874024,  Location: At NW 42nd Avenue (Lat: 25.932750,  Lng: -80.269306),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 1,086 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,950 (year 2024),  Design Load: H 15,  Features Intersected: Carol City Canal A-4,  Facility Carried by Structure: NW 175th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.469,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Underwater Inspection Date: November 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 874032,  Location: 0.2 Mi. N of NW 151st St (Lat: 25.915222,  Lng: -80.252250),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 5,250 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,100 (year 2024),  Design Load: H 20,  Features Intersected: Biscayne Canal C-8,  Facility Carried by Structure: NW 32nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.398,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: 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 2007,  Underwater Inspection Date: November 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874114,  Location: 0.1 mile S/O NW 207th Dr (Lat: 25.961667,  Lng: -80.262222),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 11,332 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,636 (year 2024),  Design Load: HS 20,  Features Intersected: Snake Creek Canal,  Facility Carried by Structure: NW 37th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.776,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: 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: June 2006,  Underwater Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870035,  Location: 0.5 MI E/O SR 817 (Lat: 25.926500,  Lng: -80.236722),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 5.44m (17.85ft),  Average Daily Traffic: 28,800 (year 2007),  Features Intersected: NW 22 AVE,  Facility Carried by Structure: SR826 Palmetto Exp
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.3m (53.5ft)

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Structure Number: 870045,  Location: GOLDEN GLADES INTERCHANGE (Lat: 25.924722,  Lng: -80.211389),  Route carried "under" structure: State highway 9,  Year Built: 1967,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 26,000 (year 2006),  Truck Traffic: 3%,  Features Intersected: SR-9 / NW 27 AVE
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 17.803,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 87005,  Location: 0.7ml W of Golden Glades (Lat: 25.927056,  Lng: -80.221583),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 4.31m (14.14ft),  Average Daily Traffic: 28,800 (year 2007),  Truck Traffic: 10%,  Features Intersected: NW 12 & 13 Ave,  Facility Carried by Structure: SR-826 PALMETTO
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.8m (68.2ft)

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Structure Number: 870104,  Location: 1MI E OF SR817(NW27AVE) (Lat: 25.927167,  Lng: -80.228667),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 25,369 (year 2007),  Features Intersected: NW 17 AVE,  Facility Carried by Structure: SR-826
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 870234,  Location: AT NW 37 AVE (Lat: 25.925833,  Lng: -80.260556),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 35,689 (year 2007),  Truck Traffic: 2%,  Features Intersected: NW 37 AVE,  Facility Carried by Structure: SR-826
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 33.661,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 870239,  Location: NW 27 AVE (Lat: 25.926278,  Lng: -80.244806),  Route carried "under" structure: State highway 817,  Year Built: 1964,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 27,750 (year 2006),  Truck Traffic: 5%,  Features Intersected: SR-817 (NW 27 AVE),  Facility Carried by Structure: SR826
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 2.778,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 870245,  Location: GOLDEN GLADES INTERCHANGE (Lat: 25.924722,  Lng: -80.211389),  Route carried "under" structure: State highway 9,  Year Built: 1967,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 26,000 (year 2006),  Truck Traffic: 3%,  Features Intersected: SR-9 / NW 27 AVE
Minimum Vertical Clearance: 6.11m (20.05ft),  Kilometerpoint: 1.783,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 870249,  Location: SR-826 AT NW 42 AVE (Lat: 25.925556,  Lng: -80.268611),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 2,880 (year 2006),  Truck Traffic: 5%,  Features Intersected: NW 42 AVE (LEJEUNE RD),  Facility Carried by Structure: SR-826
Minimum Vertical Clearance: 0.43m (1.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 870695,  Location: 2.2 MILES N OF GOLD GLAD (Lat: 25.941850,  Lng: -80.223067),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 34,650 (year 2008),  Truck Traffic: 9%,  Features Intersected: NW 199 ST,  Facility Carried by Structure: SR91 NB TPK 2.22
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 3.529,  Lanes on structure: 3,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 870696,  Location: 2.2 MI N OF GOLDEN GLADE (Lat: 25.956067,  Lng: -80.228933),  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 34,650 (year 2008),  Truck Traffic: 9%,  Features Intersected: NW 199 ST,  Facility Carried by Structure: SR91 SB TPK 2.22
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 3.529,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 870697,  Location: RMP TO PRO PLAYER STADIUM (Lat: 25.956150,  Lng: -80.228750),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 5,000 (year 2008),  Features Intersected: NW 199 ST,  Facility Carried by Structure: SR91 NB TPK 2.22
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.377,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 870701,  Location: 0.5M N OF NW 199 ST (Lat: 25.959633,  Lng: -80.229233),  Route carried "under" structure: Other road 91,  Year Built: 1988,  Structure Length: 23.87m (78.31ft),  Average Daily Traffic: 69,300 (year 2007),  Truck Traffic: 9%,  Features Intersected: SR 91 TPK & CANAL
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 3.948,  Lanes on structure: 2,  Lanes under structure: 7,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.4m (162.1ft)

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Structure Number: 870702,  Location: RAMP N TO W (N NW 199 ST) (Lat: 25.959583,  Lng: -80.229367),  Route carried "under" structure: Ramp State highway 91,  Year Built: 1988,  Structure Length: 36.55m (119.91ft),  Average Daily Traffic: 51,300 (year 2007),  Features Intersected: SR 91 TPK (DOLPHIN INT)
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.227,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 62.2m (204.1ft)

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Structure Number: 870702,  Location: RAMP N TO W (N NW 199 ST) (Lat: 25.959583,  Lng: -80.229367),  Route carried "under" structure: Ramp State highway 91,  Year Built: 1988,  Structure Length: 36.55m (119.91ft),  Average Daily Traffic: 51,300 (year 2007),  Features Intersected: SR 91 TPK (DOLPHIN INT)
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.735,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 62.2m (204.1ft)

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Structure Number: 870702,  Location: RAMP N TO W (N NW 199 ST) (Lat: 25.959583,  Lng: -80.229367),  Route carried "under" structure: State highway 91,  Year Built: 1988,  Structure Length: 36.55m (119.91ft),  Average Daily Traffic: 69,300 (year 2007),  Truck Traffic: 9%,  Features Intersected: SR 91 TPK (DOLPHIN INT)
Minimum Vertical Clearance: 10.97m (35.99ft),  Kilometerpoint: 3.901,  Lanes on structure: 2,  Lanes under structure: 7,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 62.2m (204.1ft)

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Structure Number: 870707,  Location: 0.3M N OF NW 199 ST (Lat: 25.960150,  Lng: -80.230400),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 11,400 (year 2008),  Features Intersected: FRONTAGE RD,  Facility Carried by Structure: SR91 SB TPK 2.514
Minimum Vertical Clearance: 4.21m (13.81ft),  Kilometerpoint: 0.204,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)