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

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Structure Number: 860001,  Location: 2.2mi. S of SR-84 (Lat: 26.059639,  Lng: -80.143978),  Route carried "on" structure: US 1,  Year Built: 1931,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 40,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 70,268 (year 2042),  Design Load: HS 20,  Features Intersected: Dania Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.522,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Navigation Control: Yes ( Vertical Clearance: 3.5m (11.5ft), Horizontal Clearance: 8.8m (28.9ft)),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860109,  Location: 1.5mi South of SR-84 (Lat: 26.068167,  Lng: -80.165694),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.50m (18.04ft),  Average Daily Traffic: 100,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 174,801 (year 2042),  Design Load: HL 93,  Features Intersected: Dania Cut-Off Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.527,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.1m (85.6ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.4m (11.2ft), Horizontal Clearance: 18.3m (60.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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: Febuary 2022,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86016,  Location: Mizell-Eula Johnson Park (Lat: 26.055772,  Lng: -80.114028),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 5,333 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,253 (year 2041),  Design Load: HS 20,  Features Intersected: New River Sound,  Facility Carried by Structure: North Ocean Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.132,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Navigation Control: Yes ( Vertical Clearance: 5.5m (18.0ft), Horizontal Clearance: 12.2m (40.0ft)),  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 2 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Other Special Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860161,  Location: Mizell-Eula Johnson Park (Lat: 26.081436,  Lng: -80.111389),  Route carried "on" structure: State lands road ,  Year Built: 1965,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 1,566 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,717 (year 2041),  Design Load: HS 20,  Features Intersected: Florida East Coast Canal,  Facility Carried by Structure: North Ocean Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.058,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Navigation Control: Yes ( Vertical Clearance: 4.0m (13.1ft), Horizontal Clearance: 7.6m (24.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  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: April 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860209,  Location: 1.5 Mi South of SR-84 (Lat: 26.068167,  Lng: -80.165408),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 100,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 174,801 (year 2042),  Design Load: HL 93,  Features Intersected: Dania Cut-Off Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.527,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.4m (11.2ft), Horizontal Clearance: 18.3m (60.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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: Febuary 2022,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860427,  Location: 1mi W of I-95 (SR-9) (Lat: 26.084075,  Lng: -80.183644),  Route carried "on" structure: Interstate 595,  Year Built: 1987,  Status: Open,  Structure Length: 146.63m (481.07ft),  Average Daily Traffic: 97,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 168,729 (year 2042),  Design Load: HS 20,  Features Intersected: SW26terr/New River/30AV
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 14.574,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Navigation Control: Yes ( Vertical Clearance: 13.9m (45.6ft), Horizontal Clearance: 12.2m (40.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 51,  Length of Maximum Span: 30.6m (100.4ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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: April 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860428,  Location: 1Mi W of I-95 (SR-9) (Lat: 26.083806,  Lng: -80.184667),  Route carried "on" structure: Interstate 595,  Year Built: 1987,  Status: Open,  Structure Length: 146.63m (481.07ft),  Average Daily Traffic: 97,250 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 168,729 (year 2042),  Design Load: HS 20,  Features Intersected: SW26Terr,New River,30Ave
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 14.574,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 13.9m (45.6ft), Horizontal Clearance: 12.2m (40.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 51,  Length of Maximum Span: 30.6m (100.4ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.5 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: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860521,  Location: SR-84 and I-95 (Lat: 26.087972,  Lng: -80.169278),  Route carried "on" structure: Ramp State highway 84,  Year Built: 1989,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 8,200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,227 (year 2042),  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: 4,  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: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 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 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 2021,  Critical Feature Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860538,  Location: I-595 & I-95 Interchange (Lat: 26.083222,  Lng: -80.170444),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1990,  Status: Open,  Structure Length: 123.61m (405.54ft),  Average Daily Traffic: 40,000 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 69,400 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-595 SW conn. NE conn.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 27,  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: 21,  Number Of Approach Spans: 4,  Length of Maximum Span: 64.3m (211.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Critical Feature Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 860541,  Location: I-95/I-595 Interchange (Lat: 26.082361,  Lng: -80.168917),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1990,  Status: Open,  Structure Length: 49.96m (163.91ft),  Average Daily Traffic: 27,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 47,712 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-95,I-595, & RR
Minimum Vertical Clearance: 7.38m (24.21ft),  Kilometerpoint: 0.649,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 62.9m (206.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.2 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: 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,  Inspection Date: January 2022,  Critical Feature Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860546,  Location: .3mi North of Griffin Rd (Lat: 26.068167,  Lng: -80.165972),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1988,  Status: Open,  Structure Length: 5.50m (18.04ft),  Average Daily Traffic: 9,400 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,309 (year 2042),  Design Load: HS 20,  Features Intersected: C-11 Dania Cut-Off Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.816,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.4m (11.2ft), Horizontal Clearance: 18.3m (60.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.8 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,  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: Febuary 2022,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860547,  Location: I95/I595 interchange (Lat: 26.073133,  Lng: -80.168006),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1988,  Status: Open,  Structure Length: 11.85m (38.88ft),  Average Daily Traffic: 9,400 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,309 (year 2042),  Design Load: HS 20,  Features Intersected: I-595 to SB I-95 Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.188,  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: 56.0m (183.7ft),  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: 62.4 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: 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 2022,  Critical Feature Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860548,  Location: .6 Mi North of Griffin Rd (Lat: 26.070253,  Lng: -80.166464),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 11.17m (36.65ft),  Average Daily Traffic: 5,600 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,716 (year 2042),  Design Load: HS 20,  Features Intersected: I-95, Ramps & CSX RR,  Facility Carried by Structure: SW 42nd Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.569,  Lanes on structure: 2,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 61.6m (202.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860554,  Location: 1.25 Miles South of I-595 (Lat: 26.062750,  Lng: -80.164139),  Route carried "on" structure: Interstate 95,  Year Built: 1990,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 108,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 188,248 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-818 (Griffin Road)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.910,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.3m (86.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860555,  Location: 1.25mi S of I-595 (Lat: 26.062772,  Lng: -80.163867),  Route carried "on" structure: Interstate 95,  Year Built: 1989,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 108,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 188,248 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-818 (Griffin Rd.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.910,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.3m (86.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860579,  Location: I-95 over Stirling Road (Lat: 26.048167,  Lng: -80.162472),  Route carried "on" structure: Interstate 95,  Year Built: 1990,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 109,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 189,115 (year 2042),  Design Load: HL 93,  Features Intersected: SR-848 Stirling Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.278,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.4m (83.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.3 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86058,  Location: I-95 over Stirling Road (Lat: 26.048167,  Lng: -80.162167),  Route carried "on" structure: Interstate 95,  Year Built: 1990,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 109,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 189,115 (year 2042),  Design Load: HL 93,  Features Intersected: SR-848 Stirling Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.278,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860591,  Location: 0.25 mi. East of I-95 (Lat: 26.048164,  Lng: -80.155289),  Route carried "on" structure: State highway 848,  Year Built: 1982,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 18,500 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,098 (year 2042),  Design Load: HS 20,  Features Intersected: C-10 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.654,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 10.4m (34.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.4m (37.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 31.6m (103.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 62.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal 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: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860592,  Location: 0.25mi. East of I-95 (Lat: 26.063083,  Lng: -80.159156),  Route carried "on" structure: State highway 818,  Year Built: 1984,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 18,700 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,444 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Dania Cut-Off Canal,  Facility Carried by Structure: New Griffin Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.561,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.0m (85.3ft),  Skew: 22 degrees,  Navigation Control: Yes ( Vertical Clearance: 5.4m (17.7ft), Horizontal Clearance: 23.5m (77.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.0m (85.3ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 86061,  Location: 1 mi west of I-95 on SR84 (Lat: 26.085714,  Lng: -80.181869),  Route carried "on" structure: State highway 84,  Year Built: 1956,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 36,000 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 62,460 (year 2042),  Design Load: H 20,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.077,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 61.4m (201.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860646,  Location: I-595 & Port Everglades (Lat: 26.080250,  Lng: -80.131100),  Route carried "on" structure: Ramp US 595,  Year Built: 2012,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 868 (year 2042),  Design Load: HL 93,  Features Intersected: I-595 EB Ramp to 7th Ave,  Facility Carried by Structure: US1 NB to Port Eve
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.391,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86092,  Location: 1 mi. North SR-822 on A1A (Lat: 26.053039,  Lng: -80.115586),  Route carried "on" structure: State highway A1A,  Year Built: 1956,  Status: Open,  Structure Length: 15.09m (49.51ft),  Average Daily Traffic: 8,900 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,442 (year 2042),  Design Load: H 15,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: Dania Bch. Blvd.
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 9.022,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.7m (22.0ft), Horizontal Clearance: 27.7m (90.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  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: July 2021,  Critical Feature Inspection Date: July 2021,  Underwater Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 864031,  Location: 0.1 MI E OF BRYAN RD. (Lat: 26.053831,  Lng: -80.155050),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 2.39m (7.84ft),  Average Daily Traffic: 2,992 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,981 (year 2042),  Design Load: H 20,  Features Intersected: C-10 CANAL,  Facility Carried by Structure: NW 1 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.1m (26.6ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 29.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 13.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  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: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864032,  Location: 0.6MI N OF STIRLING RD (Lat: 26.052747,  Lng: -80.183825),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,808 (year 2042),  Features Intersected: LAKE ESCOM CANAL,  Facility Carried by Structure: LAKE SHORE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.0 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864073,  Location: 0.7MI W of US-1 (Lat: 26.059303,  Lng: -80.155078),  Route carried "on" structure: County highway ,  Year Built: 1983,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.76m (9.06ft),  Average Daily Traffic: 4,320 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,184 (year 2042),  Design Load: HS 20,  Features Intersected: C-10 CANAL,  Facility Carried by Structure: OLD GRIFFIN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.647,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.2m (30.2ft),  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,  Inventory Rating: 64.2 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: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864127,  Location: 0.35 Mi N of Griffin Rd. (Lat: 26.068081,  Lng: -80.168622),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 15,500 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,200 (year 2042),  Design Load: HL 93,  Features Intersected: Dania Cut-Off Canal,  Facility Carried by Structure: Ravenwood Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.234,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 18.3m (60.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860427,  Location: 1mi W of I-95 (SR-9) (Lat: 26.084075,  Lng: -80.183644),  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 9%,  Features Intersected: SW26terr/New River/30AV,  Facility Carried by Structure: WB I-595 (SR-862)
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 0.132,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.6m (100.4ft)

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Structure Number: 860427,  Location: 1mi W of I-95 (SR-9) (Lat: 26.084075,  Lng: -80.183644),  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 11,200 (year 2020),  Truck Traffic: 9%,  Features Intersected: SW26terr/New River/30AV,  Facility Carried by Structure: WB I-595 (SR-862)
Minimum Vertical Clearance: 7.60m (24.93ft),  Kilometerpoint: 2.382,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.6m (100.4ft)

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Structure Number: 860428,  Location: 1Mi W of I-95 (SR-9) (Lat: 26.083806,  Lng: -80.184667),  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 9%,  Features Intersected: SW26Terr,New River,30Ave,  Facility Carried by Structure: EB I-595 (SR-862)
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.098,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.6m (100.4ft)

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Structure Number: 860428,  Location: 1Mi W of I-95 (SR-9) (Lat: 26.083806,  Lng: -80.184667),  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 11,200 (year 2020),  Truck Traffic: 9%,  Features Intersected: SW26Terr,New River,30Ave,  Facility Carried by Structure: EB I-595 (SR-862)
Minimum Vertical Clearance: 7.59m (24.90ft),  Kilometerpoint: 2.361,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.6m (100.4ft)

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Structure Number: 860521,  Location: SR-84 and I-95 (Lat: 26.087972,  Lng: -80.169278),  Route carried "under" structure: Ramp Interstate 595,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: R/R & ramp to I-595,  Facility Carried by Structure: EB SR84 to SB I-95
Minimum Vertical Clearance: 6.37m (20.90ft),  Kilometerpoint: 2.781,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 860521,  Location: SR-84 and I-95 (Lat: 26.087972,  Lng: -80.169278),  Route carried "under" structure: Ramp State highway 84,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2018),  Truck Traffic: 2%,  Features Intersected: R/R & ramp to I-595
Minimum Vertical Clearance: 6.46m (21.19ft),  Kilometerpoint: 0.177,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 860538,  Location: I-595 & I-95 Interchange (Lat: 26.083222,  Lng: -80.170444),  Route carried "under" structure: Interstate 95,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 163,000 (year 2022),  Truck Traffic: 5%,  Features Intersected: I-595 SW conn. NE conn.
Minimum Vertical Clearance: 10.67m (35.01ft),  Kilometerpoint: 16.393,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 64.3m (211.0ft)

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Structure Number: 860538,  Location: I-595 & I-95 Interchange (Lat: 26.083222,  Lng: -80.170444),  Route carried "under" structure: Ramp Interstate 595,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2022),  Truck Traffic: 8%,  Features Intersected: I-595 SW conn. NE conn.
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 3.206,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 64.3m (211.0ft)

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Structure Number: 860538,  Location: I-595 & I-95 Interchange (Lat: 26.083222,  Lng: -80.170444),  Route carried "under" structure: Ramp Interstate 595,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2022),  Truck Traffic: 10%,  Features Intersected: I-595 SW conn. NE conn.
Minimum Vertical Clearance: 7.59m (24.90ft),  Kilometerpoint: 1.114,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 64.3m (211.0ft)

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Structure Number: 860538,  Location: I-595 & I-95 Interchange (Lat: 26.083222,  Lng: -80.170444),  Route carried "under" structure: City street ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2022),  Truck Traffic: 5%,  Features Intersected: I-595 SW conn. NE conn.,  Facility Carried by Structure: EBI-595 to NBI-95
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 64.3m (211.0ft)

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Structure Number: 860538,  Location: I-595 & I-95 Interchange (Lat: 26.083222,  Lng: -80.170444),  Route carried "under" structure: Interstate 595,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 25,250 (year 2022),  Truck Traffic: 7%,  Features Intersected: I-595 SW conn. NE conn.
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 16.393,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 64.3m (211.0ft)

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Structure Number: 860538,  Location: I-595 & I-95 Interchange (Lat: 26.083222,  Lng: -80.170444),  Route carried "under" structure: Ramp Interstate 595,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2022),  Truck Traffic: 8%,  Features Intersected: I-595 SW conn. NE conn.
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 0.560,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 64.3m (211.0ft)

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Structure Number: 860541,  Location: I-95/I-595 Interchange (Lat: 26.082361,  Lng: -80.168917),  Route carried "under" structure: Interstate 595,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 25,250 (year 2020),  Truck Traffic: 7%,  Features Intersected: I-95,I-595, & RR
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 16.736,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 62.9m (206.4ft)

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Structure Number: 860541,  Location: I-95/I-595 Interchange (Lat: 26.082361,  Lng: -80.168917),  Route carried "under" structure: Ramp Interstate 595,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 9,900 (year 2020),  Truck Traffic: 16%,  Features Intersected: I-95,I-595, & RR
Minimum Vertical Clearance: 8.26m (27.10ft),  Kilometerpoint: 0.956,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 62.9m (206.4ft)

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Structure Number: 860541,  Location: I-95/I-595 Interchange (Lat: 26.082361,  Lng: -80.168917),  Route carried "under" structure: City street ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 13,500 (year 2018),  Truck Traffic: 6%,  Features Intersected: I-95,I-595, & RR,  Facility Carried by Structure: NB I-95 TO WB 595
Minimum Vertical Clearance: 8.99m (29.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 62.9m (206.4ft)

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Structure Number: 860547,  Location: I95/I595 interchange (Lat: 26.073133,  Lng: -80.168006),  Route carried "under" structure: Ramp Interstate 595,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 9,900 (year 2020),  Truck Traffic: 16%,  Features Intersected: I-595 to SB I-95 Ramp,  Facility Carried by Structure: SB I-95 to Griffin
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 2.052,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 56.0m (183.7ft)

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Structure Number: 860548,  Location: .6 Mi North of Griffin Rd (Lat: 26.070253,  Lng: -80.166464),  Route carried "under" structure: Interstate 95,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 201,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: I-95, Ramps & CSX RR,  Facility Carried by Structure: SW 42nd Street
Minimum Vertical Clearance: 8.51m (27.92ft),  Kilometerpoint: 10.792,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.6m (202.1ft)

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Structure Number: 860548,  Location: .6 Mi North of Griffin Rd (Lat: 26.070253,  Lng: -80.166464),  Route carried "under" structure: Interstate 95,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 26,250 (year 2020),  Truck Traffic: 8%,  Features Intersected: I-95, Ramps & CSX RR,  Facility Carried by Structure: SW 42nd Street
Minimum Vertical Clearance: 8.51m (27.92ft),  Kilometerpoint: 10.813,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.6m (202.1ft)

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Structure Number: 860548,  Location: .6 Mi North of Griffin Rd (Lat: 26.070253,  Lng: -80.166464),  Route carried "under" structure: Interstate 95,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 26,250 (year 2020),  Truck Traffic: 8%,  Features Intersected: I-95, Ramps & CSX RR,  Facility Carried by Structure: SW 42nd Street
Minimum Vertical Clearance: 8.51m (27.92ft),  Kilometerpoint: 30.093,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.6m (202.1ft)

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Structure Number: 860548,  Location: .6 Mi North of Griffin Rd (Lat: 26.070253,  Lng: -80.166464),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 9,400 (year 2020),  Truck Traffic: 6%,  Features Intersected: I-95, Ramps & CSX RR,  Facility Carried by Structure: SW 42nd Street
Minimum Vertical Clearance: 8.50m (27.89ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.6m (202.1ft)

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Structure Number: 860554,  Location: 1.25 Miles South of I-595 (Lat: 26.062750,  Lng: -80.164139),  Route carried "under" structure: State highway 818,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 33,500 (year 2020),  Truck Traffic: 7%,  Features Intersected: SR-818 (Griffin Road),  Facility Carried by Structure: I-95 (SR-9) SB
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 15.109,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 860555,  Location: 1.25mi S of I-595 (Lat: 26.062772,  Lng: -80.163867),  Route carried "under" structure: State highway 818,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 33,500 (year 2020),  Truck Traffic: 7%,  Features Intersected: SR-818 (Griffin Rd.),  Facility Carried by Structure: I-95 (SR 9) NB
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 15.139,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 860579,  Location: I-95 over Stirling Road (Lat: 26.048167,  Lng: -80.162472),  Route carried "under" structure: State highway 848,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 44,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: SR-848 Stirling Rd.,  Facility Carried by Structure: I-95 SB (SR-9)
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 8.921,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 86058,  Location: I-95 over Stirling Road (Lat: 26.048167,  Lng: -80.162167),  Route carried "under" structure: State highway 848,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 32,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR-848 Stirling Rd.,  Facility Carried by Structure: I-95 NB (SR-9)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 8.946,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 860592,  Location: 0.25mi. East of I-95 (Lat: 26.063083,  Lng: -80.159156),  Route carried "under" structure: Alternate City street ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 6%,  Features Intersected: Dania Cut-Off Canal,  Facility Carried by Structure: New Griffin Rd.
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.016,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 860646,  Location: I-595 & Port Everglades (Lat: 26.080250,  Lng: -80.131100),  Route carried "under" structure: Ramp Interstate 595,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 10,600 (year 2018),  Truck Traffic: 5%,  Features Intersected: I-595 EB Ramp to 7th Ave,  Facility Carried by Structure: US1 NB to Port Eve
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 86092,  Location: 1 mi. North SR-822 on A1A (Lat: 26.053039,  Lng: -80.115586),  Route carried "under" structure: State highway A1A,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 8,900 (year 2020),  Truck Traffic: 3%,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: Dania Bch. Blvd.
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 8.670,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 864128,  Location: Ft. Laud Airport at US-1 (Lat: 26.065811,  Lng: -80.140122),  Route carried "under" structure: US 1,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 53,500 (year 2021),  Truck Traffic: 4%,  Features Intersected: US-1 (SR-5)
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 0.726,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 864128,  Location: Ft. Laud Airport at US-1 (Lat: 26.065811,  Lng: -80.140122),  Route carried "under" structure: Ramp US 1,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2015),  Truck Traffic: 27%,  Features Intersected: US-1 (SR-5)
Minimum Vertical Clearance: 8.56m (28.08ft),  Kilometerpoint: 0.726,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 864128,  Location: Ft. Laud Airport at US-1 (Lat: 26.065811,  Lng: -80.140122),  Route carried "under" structure: ServiceCity street ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 9,900 (year 2015),  Truck Traffic: 7%,  Features Intersected: US-1 (SR-5),  Facility Carried by Structure: FLL Rnwy 10R/28L
Minimum Vertical Clearance: 7.59m (24.90ft),  Kilometerpoint: 0.726,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 864129,  Location: Ft Laud Airport over US1 (Lat: 26.067419,  Lng: -80.138011),  Route carried "under" structure: Ramp US 1,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2015),  Truck Traffic: 27%,  Features Intersected: US-1 (SR-5),  Facility Carried by Structure: FLL Twy "J"
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 0.726,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)