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


  • National Bridge Inventory (NBI) Statistics
  • 226Number of bridges
  • 4,213m13,822ftTotal length
  • $42,343,000Total costs
  • 6,594,424Total average daily traffic
  • 363,751Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Fort Lauderdale
  • No street view available for this location

New bridges - Historical Statistics

  • 51920-1929
  • 21930-1939
  • 81940-1949
  • 231950-1959
  • 251960-1969
  • 361970-1979
  • 421980-1989
  • 541990-1999
  • 262000-2009
  • 52010-2015

Reconstructed bridges - Historical Statistics

  • 41950-1959
  • 31960-1969
  • 31970-1979
  • 81980-1989
  • 41990-1999
  • 12000-2009
  • 12010-2015

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 860521,  Location: SR-84 and I-95 (Lat: 26.087839,  Lng: -80.169719),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1989,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 16,250 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,400 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: R/R & ramp to I-595
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.362,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 59.8 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: Superior to present desirable criteria,  Underclear: 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,  Inspection Date: December 13,  Critical Feature Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860522,  Location: SR-84 & I-95 (Lat: 26.088631,  Lng: -80.168908),  Route carried "on" structure: State highway 84,  Year Built: 1990,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 19,500 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,833 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: R/R & Ramp to I-595
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.546,  Lanes on structure: 5,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860523,  Location: WB SR 84 / ( I-95) (Lat: 26.088794,  Lng: -80.168147),  Route carried "on" structure: State highway 84,  Year Built: 1990,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 19,500 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,833 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-95 (SR-9)
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.465,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860524,  Location: I-95 / SR 84 interchange (Lat: 26.089133,  Lng: -80.166950),  Route carried "on" structure: State highway 84,  Year Built: 1990,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 19,500 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,833 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-595 Ramps to I-95 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.335,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.3m (161.7ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860525,  Location: I-95 (SR-9) at SR-84 (Lat: 26.088567,  Lng: -80.167797),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1990,  Status: Open,  Structure Length: 9.21m (30.22ft),  Average Daily Traffic: 9,300 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,136 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-595 & SR-84 Connectors
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.496,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.1m (164.4ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: Allowable Stress (AS),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Critical Feature Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860526,  Location: SR-84& I-95 Interchange (Lat: 26.090036,  Lng: -80.168781),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1990,  Status: Open,  Structure Length: 19.01m (62.37ft),  Average Daily Traffic: 12,500 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,688 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR-84 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.301,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 31.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 20.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Critical Feature Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860527,  Location: SR-84 & I-95 Interchange (Lat: 26.088497,  Lng: -80.168031),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1990,  Status: Open,  Structure Length: 19.07m (62.57ft),  Average Daily Traffic: 12,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,820 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR-84 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.019,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Critical Feature Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860528,  Location: NORTH OF I-595 INTERCHANG (Lat: 26.087722,  Lng: -80.171003),  Route carried "on" structure: State highway 84,  Year Built: 1988,  Status: Open,  Structure Length: 48.28m (158.40ft),  Average Daily Traffic: 31,500 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 54,653 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-95 / RR / RAMPS
Minimum Vertical Clearance: 6.37m (20.90ft),  Kilometerpoint: 28.215,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 8,  Length of Maximum Span: 58.5m (191.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860535,  Location: I-595 (SR-862) OVER I-95 (Lat: 26.082167,  Lng: -80.167636),  Route carried "on" structure: Interstate 595,  Year Built: 1989,  Status: Open,  Structure Length: 36.50m (119.75ft),  Average Daily Traffic: 45,250 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 78,509 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-95/RR/Ravenswood Rd.
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 16.509,  Lanes on structure: 3,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than 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: January 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860536,  Location: I-595 SR-862 OVER I-95 (Lat: 26.082203,  Lng: -80.171303),  Route carried "on" structure: Interstate 595,  Year Built: 1989,  Status: Open,  Structure Length: 36.50m (119.75ft),  Average Daily Traffic: 45,250 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 78,509 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-95/RR/Ravenswood Rd.
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 16.509,  Lanes on structure: 3,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than 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: January 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860537,  Location: I-95/I-595 Interchange (Lat: 26.084328,  Lng: -80.169794),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1989,  Status: Open,  Structure Length: 21.18m (69.49ft),  Average Daily Traffic: 35,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 60,725 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Ravenswood Rd., CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.166,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 64.9m (212.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior 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,  Inspection Date: January 14,  Critical Feature Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860539,  Location: I-95 & I-595 Interchange (Lat: 26.083764,  Lng: -80.167142),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1990,  Status: Open,  Structure Length: 23.46m (76.97ft),  Average Daily Traffic: 16,500 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,628 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR9 (I-95) & E-N Conn.
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.655,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 55.9m (183.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present desirable 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Critical Feature Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 86054,  Location: I-95/I-595 Interchange (Lat: 26.082061,  Lng: -80.171347),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1988,  Status: Open,  Structure Length: 25.30m (83.01ft),  Average Daily Traffic: 26,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,110 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Ramp, Ravenswood + RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.006,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 54.2m (177.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior 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,  Inspection Date: January 14,  Critical Feature Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860542,  Location: I-595 - I-95 Interchange (Lat: 26.084194,  Lng: -80.169378),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1990,  Status: Open,  Structure Length: 59.89m (196.49ft),  Average Daily Traffic: 13,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,555 (year 2035),  Design Load: HS 20,  Features Intersected: I-595-WN Conn-ES Conn
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 3.222,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 62.1m (203.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to 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,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 14,  Critical Feature Inspection Date: January 14,  Other Special Inspection Date: January 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860568,  Location: South of SR84 on I-95/595 (Lat: 26.083475,  Lng: -80.176022),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1987,  Status: Open,  Structure Length: 11.74m (38.52ft),  Average Daily Traffic: 35,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 60,725 (year 2035),  Design Load: HS 20,  Features Intersected: SW 26 Ter.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.832,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.6m (100.4ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.1 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860598,  Location: SR-842 & SR-9 (Lat: 26.121367,  Lng: -80.170939),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1994,  Status: Open,  Structure Length: 44.46m (145.87ft),  Average Daily Traffic: 11,000 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,085 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR-842 (Broward Blvd)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.050,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 13,  Critical Feature Inspection Date: December 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8606,  Location: I-95 South of SR-842 (Lat: 26.119139,  Lng: -80.170589),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1995,  Status: Open,  Structure Length: 39.78m (130.51ft),  Average Daily Traffic: 2,700 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,685 (year 2035),  Design Load: HS 20,  Features Intersected: SB I-95 / I-595Conn / RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.130,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 83.8m (274.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 13,  Critical Feature Inspection Date: December 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860601,  Location: SR-9 North of SR-842 (Lat: 26.125289,  Lng: -80.169211),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1994,  Status: Open,  Structure Length: 38.86m (127.49ft),  Average Daily Traffic: 350 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 607 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SB I-95(SR-9) SR-842, RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 9.1m (29.9ft)),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 76.2m (250.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.2 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,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior 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,  Inspection Date: December 13,  Critical Feature Inspection Date: December 11,  Underwater Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860602,  Location: 0.25 Mi North of SR-842 (Lat: 26.123333,  Lng: -80.168333),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1993,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 6,800 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,798 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: N fork of New River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.296,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 9.1m (29.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.6m (77.4ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.1 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: 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: January 14,  Underwater Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860603,  Location: SR-736 over I-95 (Lat: 26.106922,  Lng: -80.167086),  Route carried "on" structure: State highway 736,  Year Built: 1994,  Status: Open,  Structure Length: 29.84m (97.90ft),  Average Daily Traffic: 36,500 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 63,328 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-95,I-595 Ramp,RR,21 Av
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 3.170,  Lanes on structure: 4,  Lanes under structure: 15,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.7m (127.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 43.0m (141.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860604,  Location: SB SR-9 at Davie Blvd (Lat: 26.107175,  Lng: -80.169106),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1993,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 7,700 (year 2013),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,360 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Davie Blvd (SR-736)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.465,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 76.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.1 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860605,  Location: SR 736 / I-95 interchange (Lat: 26.106922,  Lng: -80.167789),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1994,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 7,900 (year 2013),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,707 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Davie Blvd (SR-736)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860606,  Location: Between SR-842 & SR-736 (Lat: 26.113625,  Lng: -80.169369),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1994,  Status: Open,  Structure Length: 19.25m (63.16ft),  Average Daily Traffic: 11,000 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,085 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SB I-95 ramp to I-595
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 0.877,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 80.3m (263.5ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.8 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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Critical Feature Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860607,  Location: Between SR-842 & SR-736 (Lat: 26.109744,  Lng: -80.168114),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1994,  Status: Open,  Structure Length: 16.08m (52.76ft),  Average Daily Traffic: 9,900 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,177 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-595 ramp to NB SR-9,  Facility Carried by Structure: NB SR-9 to SR-842
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.241,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 66.9m (219.5ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 13,  Critical Feature Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860611,  Location: 1.5mi East of Andrews Ave (Lat: 26.119500,  Lng: -80.124689),  Route carried "on" structure: State highway 842,  Year Built: 1946,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 16,300 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,281 (year 2036),  Design Load: H 15,  Features Intersected: Sospiro Canal,  Facility Carried by Structure: WB Las Olas Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.5m (11.5ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 3.5m (11.5ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 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: 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: July 14,  Underwater Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 860612,  Location: 1.5mi East of Andrews Ave (Lat: 26.119500,  Lng: -80.124689),  Route carried "on" structure: State highway 842,  Year Built: 1946,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 14,200 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,637 (year 2036),  Design Load: H 15,  Features Intersected: Sospiro Canal,  Facility Carried by Structure: EB Las Olas Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.231,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.5m (11.5ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 3.5m (11.5ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 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: 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: July 14,  Underwater Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 860622,  Location: Port Everglades (Lat: 26.100556,  Lng: -80.118889),  Route carried "on" structure: State highway A1A,  Year Built: 2001,  Status: Open,  Structure Length: 58.15m (190.78ft),  Average Daily Traffic: 14,250 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,724 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: Intracoastal Waterway
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 1.497,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 38.2m (125.3ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 54.0m (177.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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: August 14,  Critical Feature Inspection Date: August 14,  Underwater Inspection Date: August 14,  Other Special Inspection Date: August 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860623,  Location: Port Everglades (Lat: 26.100556,  Lng: -80.118889),  Route carried "on" structure: State highway A1A,  Year Built: 1999,  Status: Open,  Structure Length: 59.44m (195.01ft),  Average Daily Traffic: 14,250 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,724 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: Intracoastal Waterway
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 1.497,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 38.2m (125.3ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 54.0m (177.2ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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: August 14,  Critical Feature Inspection Date: August 14,  Underwater Inspection Date: August 14,  Other Special Inspection Date: August 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860628,  Location: SR-9 North of SR-842 (Lat: 26.123431,  Lng: -80.170600),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1994,  Status: Open,  Structure Length: 38.86m (127.49ft),  Average Daily Traffic: 300 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 521 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SB I-95(SR.9)SR-842, RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.277,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 9.1m (29.9ft)),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.8 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,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior 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,  Inspection Date: December 13,  Critical Feature Inspection Date: December 11,  Underwater Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 86063,  Location: Ft. Lauderdale Intl Arpt (Lat: 26.068592,  Lng: -80.133581),  Route carried "on" structure: Ramp US 1,  Year Built: 2002,  Status: Open,  Structure Length: 24.53m (80.48ft),  Average Daily Traffic: 6,900 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,972 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: US-1 & Ramp J
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.731,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 62.2m (204.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860631,  Location: Ft. Lauderdale Intl Arpt (Lat: 26.072036,  Lng: -80.135950),  Route carried "on" structure: Ramp US 1,  Year Built: 2002,  Status: Open,  Structure Length: 23.88m (78.35ft),  Average Daily Traffic: 6,900 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,972 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: US1/RR/Ramp/Perim Rd,  Facility Carried by Structure: Entrance to Airpor
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 1.463,  Lanes on structure: 6,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 28.6m (93.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 58.0m (190.3ft),  Curb-To-Curb Width: 28.6m (93.8ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860632,  Location: Ft. Lauderdale Intl Arpt (Lat: 26.069669,  Lng: -80.137125),  Route carried "on" structure: Ramp US 1,  Year Built: 2002,  Status: Open,  Structure Length: 33.63m (110.33ft),  Average Daily Traffic: 21,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,435 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: US1/RR/Ramp D/Ramp F/Per
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.066,  Lanes on structure: 3,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860633,  Location: Ft Laud / Hollywood Airpt (Lat: 26.069669,  Lng: -80.136817),  Route carried "on" structure: Ramp US 1,  Year Built: 2002,  Status: Open,  Structure Length: 12.26m (40.22ft),  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,000 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: US1/RR/Ramp/Perim Rd,  Facility Carried by Structure: Arpt re-entry ramp
Minimum Vertical Clearance: 5.50m (18.04ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.5m (165.7ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 58.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860634,  Location: Ft Laud./Hollywood Airprt (Lat: 26.069100,  Lng: -80.136117),  Route carried "on" structure: Ramp US 1,  Year Built: 2002,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 8,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,000 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: US1,  Facility Carried by Structure: Arpt re-entry Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860635,  Location: Ft Laud/Hollywood Airport (Lat: 26.069667,  Lng: -80.137103),  Route carried "on" structure: Ramp US 1,  Year Built: 2002,  Status: Open,  Structure Length: 18.50m (60.70ft),  Average Daily Traffic: 2,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,000 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: US1 & Ramp D,  Facility Carried by Structure: Arpt re-entry ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.138,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 49.6m (162.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860638,  Location: I-95 South of SR-842 (Lat: 26.119125,  Lng: -80.170378),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1995,  Status: Open,  Structure Length: 39.78m (130.51ft),  Average Daily Traffic: 350 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 607 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SB I-95 / I-595Conn / RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.249,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 77.7m (254.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 13,  Critical Feature Inspection Date: December 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860642,  Location: Eller Dr & US1 interchang (Lat: 26.083006,  Lng: -80.135708),  Route carried "on" structure: Ramp City street 1,  Year Built: 2007,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 2,750 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,771 (year 2035),  Features Intersected: US 1 SB On Ramp to I-595
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.336,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very 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: 30.8 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860643,  Location: 1.5mi West of Flamingo Rd (Lat: 26.063044,  Lng: -80.337925),  Route carried "on" structure: County highway 818,  Year Built: 2010,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 24,800 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,200 (year 2036),  Features Intersected: S-35 Canal,  Facility Carried by Structure: Griffin Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.704,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 27.3m (89.6ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.5m (8.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal 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: October 14,  Underwater Inspection Date: October 14
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Structure Number: 860941,  Location: 800ft W of A1A & E of US1 (Lat: 26.167581,  Lng: -80.103444),  Route carried "on" structure: State highway 816,  Year Built: 1955,  Status: Open,  Structure Length: 13.91m (45.64ft),  Average Daily Traffic: 25,000 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 43,375 (year 2036),  Design Load: H 15,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: Oakland Park Blvd.
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 15.203,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.7m (22.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 34.0m (111.5ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: May 14,  Critical Feature Inspection Date: May 14,  Underwater Inspection Date: May 14,  Other Special Inspection Date: May 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 864025,  Location: 1.4MI EAST OF SR-7 (Lat: 26.093344,  Lng: -80.179264),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Posted for load-capacity,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 5,531 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,596 (year 2033),  Design Load: HS 20,  Features Intersected: BRANCH SOUTH N NEW RIVER,  Facility Carried by Structure: RIVERLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.507,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 23.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  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,  Inspection Date: March 13,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 864065,  Location: 420ft. E OF DIXIE HIGHWAY (Lat: 26.196278,  Lng: -80.131083),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 23,213 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,343 (year 2033),  Design Load: HS 20,  Features Intersected: CYPRESS WATERWAY,  Facility Carried by Structure: NE 56 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.603,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 13,  Underwater Inspection Date: April 13,  Other Special Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 864069,  Location: 0.1MI N OF DAVIE BLVD. (Lat: 26.110322,  Lng: -80.140208),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Posted for load-capacity,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 14,084 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,436 (year 2033),  Design Load: H 20,  Features Intersected: TARPON RIVER,  Facility Carried by Structure: SE 3RD AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.043,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 13,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 86407,  Location: 150ft. N OF DAVIE BLVD (Lat: 26.107925,  Lng: -80.147156),  Route carried "on" structure: City street ,  Year Built: 1928,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 15,184 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,331 (year 2033),  Features Intersected: TARPON RIVER,  Facility Carried by Structure: SW 4th AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.691,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.0 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,  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: March 13,  Underwater Inspection Date: March 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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