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

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Structure Number: 860042,  Location: 1 Mile East of US-1 (Lat: 26.034169,  Lng: -80.123442),  Route carried "on" structure: State highway 822,  Year Built: 1962,  Status: Open,  Structure Length: 3.95m (12.96ft),  Average Daily Traffic: 16,600 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,801 (year 2042),  Design Load: HS 20,  Features Intersected: West Lake
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.488,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860043,  Location: Sheridan St & SR-A1A (Lat: 26.034158,  Lng: -80.117908),  Route carried "on" structure: State highway 822,  Year Built: 1962,  Status: Open,  Structure Length: 10.80m (35.43ft),  Average Daily Traffic: 16,600 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,801 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Intracoastal Waterway
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 9.073,  Lanes on 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: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: 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 2021,  Critical Feature Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860045,  Location: 0.2 MI E OF I-95 ON SR822 (Lat: 26.033181,  Lng: -80.161811),  Route carried "on" structure: State highway 822,  Year Built: 1965,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 40,000 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 69,400 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Canal C-10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.677,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Skew: 21 degrees,  Navigation Control: Yes ( Vertical Clearance: 2.0m (6.6ft), Horizontal Clearance: 7.6m (24.9ft)),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.7m (28.5ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 37.9m (124.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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,  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: September 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860102,  Location: 1MI South of Sheridan St. (Lat: 26.018617,  Lng: -80.167528),  Route carried "on" structure: Interstate 95,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 111,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 192,585 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Johnson Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.933,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860104,  Location: 0.5 Mile South of SR-822 (Lat: 26.025806,  Lng: -80.166722),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 222,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 385,170 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Taft Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.761,  Lanes on structure: 14,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 58.1m (190.6ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.3m (66.6ft),  Curb-To-Curb Width: 58.1m (190.6ft),  Out-to-Out Width: 59.5m (195.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860145,  Location: 2.1 MI N OF SR-820 (Lat: 26.039358,  Lng: -80.213964),  Route carried "on" structure: State highway 91,  Year Built: 1956,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 13,000 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HL 93,  Features Intersected: SEMINOLE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.947,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft)

Condition: Culverts: Good,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 860147,  Location: 0.25 Mi. West of I-95 (Lat: 26.033508,  Lng: -80.168194),  Route carried "on" structure: State highway 822,  Year Built: 1967,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 47,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 81,545 (year 2042),  Design Load: HS 20,  Features Intersected: South FL Rail Corridor
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.006,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.4m (60.4ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 33.6m (110.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860155,  Location: 0.3 Mi. W of US-441 (Lat: 26.032203,  Lng: -80.213419),  Route carried "on" structure: County highway 822,  Year Built: 1965,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 45,800 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 57,250 (year 2042),  Design Load: HS 20,  Features Intersected: FLORIDA'S TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.282,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.5m (57.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 20.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: March 2021,  Other Special Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860202,  Location: 1MI. S of Sheridan St. (Lat: 26.018228,  Lng: -80.166964),  Route carried "on" structure: Interstate 95,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,772 (year 2042),  Design Load: HS 20,  Features Intersected: Johnson Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.939,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860228,  Location: SR-820 EB & SR-A1A SB (Lat: 26.011267,  Lng: -80.117928),  Route carried "on" structure: Ramp State highway 820,  Year Built: 1976,  Status: Open,  Structure Length: 13.85m (45.44ft),  Average Daily Traffic: 12,133 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,051 (year 2042),  Design Load: HS 20,  Features Intersected: SR-820 (Hollywood Blvd.),  Facility Carried by Structure: Off Ramp SB SR-A1A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 7,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860229,  Location: SR-A1A SB to SR-820 WB (Lat: 26.013167,  Lng: -80.117792),  Route carried "on" structure: Ramp State highway 820,  Year Built: 1976,  Status: Open,  Structure Length: 14.03m (46.03ft),  Average Daily Traffic: 12,133 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,051 (year 2042),  Design Load: HS 20,  Features Intersected: SR-820 (Hollywood Blvd.)
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.035,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 7,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86023,  Location: SR 820 & Intracoastal (Lat: 26.012083,  Lng: -80.119642),  Route carried "on" structure: State highway 820,  Year Built: 1976,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 39.14m (128.41ft),  Average Daily Traffic: 12,133 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,051 (year 2042),  Design Load: HS 20,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: Hollywood Blvd.
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 31.633,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 27,  Length of Maximum Span: 34.0m (111.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  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 2021,  Critical Feature Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860403,  Location: 0.5 MI NO OF HOLLYWD BLVD (Lat: 26.017556,  Lng: -80.212828),  Route carried "on" structure: State highway 91,  Year Built: 1986,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 13,000 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: JOHNSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.491,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.9 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860404,  Location: 1 MI NO.OF HOLLYWOOD BLVD (Lat: 26.024786,  Lng: -80.213125),  Route carried "on" structure: State highway 91,  Year Built: 1986,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 13,000 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TAFT ST
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 6.296,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86053,  Location: I-95 over Hollywood Blvd (Lat: 26.010922,  Lng: -80.166775),  Route carried "on" structure: Interstate 95,  Year Built: 1990,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 19,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,832 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-820 Hollywood Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.089,  Lanes on structure: 12,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 55.4m (181.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 55.4m (181.8ft),  Out-to-Out Width: 56.9m (186.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860574,  Location: 0.68 Mi S of Sheridan I95 (Lat: 26.023936,  Lng: -80.167356),  Route carried "on" structure: Interstate 95,  Year Built: 1990,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 111,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 192,585 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: C-10 Hollywood Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.544,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.9m (94.8ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 4.1m (13.5ft), Horizontal Clearance: 12.3m (40.4ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 28.9m (94.8ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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 Cast-file-Place

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Structure Number: 860575,  Location: 0.68 Mi S of Sheridan I95 (Lat: 26.023944,  Lng: -80.167017),  Route carried "on" structure: Interstate 95,  Year Built: 1990,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 111,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 192,585 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: C-10 Hollywood canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.544,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 4.1m (13.5ft), Horizontal Clearance: 12.3m (40.4ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 28.9m (94.8ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Good,  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: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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 Cast-file-Place

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Structure Number: 860576,  Location: SB I-95 over Sheridan St. (Lat: 26.033328,  Lng: -80.164475),  Route carried "on" structure: Interstate 95,  Year Built: 1990,  Status: Open,  Structure Length: 5.47m (17.95ft),  Average Daily Traffic: 111,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 192,585 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-822 (Sheridan St.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.618,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  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: Good,  Substructure: Good,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860577,  Location: NB I-95 over Sheridan St. (Lat: 26.033319,  Lng: -80.164208),  Route carried "on" structure: Interstate 95,  Year Built: 1990,  Status: Open,  Structure Length: 5.47m (17.95ft),  Average Daily Traffic: 111,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 192,585 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-822 (Sheridan St.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.618,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  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: 69.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860578,  Location: I-95 0.25mi N of Sheridan (Lat: 26.040672,  Lng: -80.163314),  Route carried "on" structure: Interstate 95,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 218,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 378,230 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: C-10 Spur Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.448,  Lanes on structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 50.7m (166.3ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 58.1m (190.6ft),  Out-to-Out Width: 59.6m (195.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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 Cast-file-Place

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Structure Number: 866301,  Location: 0.5MI N OF SHERIDAN ST. (Lat: 26.040589,  Lng: -80.165831),  Route carried "on" structure: City street 29,  Year Built: 1967,  Status: Posted for load-capacity,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 10,634 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,450 (year 2041),  Features Intersected: C-10 SPUR CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.814,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: 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: 866302,  Location: 0.3MI E of CASPER COURT (Lat: 26.037225,  Lng: -80.187919),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Posted for load-capacity,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 868 (year 2041),  Design Load: H 20,  Features Intersected: C10 SPUR CANAL,  Facility Carried by Structure: SANDERS ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present 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: 866303,  Location: 0.1MI EAST OF N 28TH AVE (Lat: 26.032319,  Lng: -80.161794),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 1,100 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,909 (year 2042),  Design Load: H 20,  Features Intersected: C-10 CANAL,  Facility Carried by Structure: SHERMAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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: 866304,  Location: 0.1MI E OF NORTH 28TH AVE (Lat: 26.025886,  Lng: -80.163367),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Posted for load-capacity,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 10,900 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,350 (year 2042),  Features Intersected: C-10 CANAL,  Facility Carried by Structure: TAFT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.332,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: 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: 866305,  Location: 130FT. W OF N 30TH ROAD (Lat: 26.018375,  Lng: -80.169875),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Posted for load-capacity,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 10,900 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,350 (year 2042),  Design Load: H 20,  Features Intersected: C-10 CANAL,  Facility Carried by Structure: JOHNSON ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.813,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: 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: 860102,  Location: 1MI South of Sheridan St. (Lat: 26.018617,  Lng: -80.167528),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 14,200 (year 2020),  Truck Traffic: 9%,  Features Intersected: Johnson Street,  Facility Carried by Structure: I-95 (SR-9) SB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 4.048,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 860104,  Location: 0.5 Mile South of SR-822 (Lat: 26.025806,  Lng: -80.166722),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 3,900 (year 2020),  Truck Traffic: 9%,  Features Intersected: Taft Street,  Facility Carried by Structure: I-95 (SR-9)
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 14,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.3m (66.6ft)

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Structure Number: 860104,  Location: 0.5 Mile South of SR-822 (Lat: 26.025806,  Lng: -80.166722),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 8,400 (year 2020),  Truck Traffic: 9%,  Features Intersected: Taft Street,  Facility Carried by Structure: I-95 (SR-9)
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 4.622,  Lanes on structure: 14,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.3m (66.6ft)

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Structure Number: 860155,  Location: 0.3 Mi. W of US-441 (Lat: 26.032203,  Lng: -80.213419),  Route carried "under" structure: Other road 91,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 79,400 (year 2021),  Truck Traffic: 5%,  Features Intersected: FLORIDA'S TURNPIKE,  Facility Carried by Structure: SHERIDAN ST(CR822)
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 7.128,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.5m (57.4ft)

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Structure Number: 860202,  Location: 1MI. S of Sheridan St. (Lat: 26.018228,  Lng: -80.166964),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 8,600 (year 2020),  Truck Traffic: 9%,  Features Intersected: Johnson Street,  Facility Carried by Structure: I-95 ( SR-9 ) NB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.002,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 86023,  Location: SR 820 & Intracoastal (Lat: 26.012083,  Lng: -80.119642),  Route carried "under" structure: ServiceCity street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 20 (year 2019),  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: Hollywood Blvd.
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Length of Maximum Span: 34.0m (111.5ft)

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Structure Number: 86023,  Location: SR 820 & Intracoastal (Lat: 26.012083,  Lng: -80.119642),  Route carried "under" structure: State highway A1A,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: Hollywood Blvd.
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 4.120,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Length of Maximum Span: 34.0m (111.5ft)

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Structure Number: 860403,  Location: 0.5 MI NO OF HOLLYWD BLVD (Lat: 26.017556,  Lng: -80.212828),  Route carried "under" structure: City street ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2021),  Truck Traffic: 11%,  Features Intersected: JOHNSON ST,  Facility Carried by Structure: SR91 N/S TPK 50.66
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 5.491,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 860404,  Location: 1 MI NO.OF HOLLYWOOD BLVD (Lat: 26.024786,  Lng: -80.213125),  Route carried "under" structure: City street ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2021),  Truck Traffic: 11%,  Features Intersected: TAFT ST,  Facility Carried by Structure: SR91 N/S TPK 51.14
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 6.296,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 86053,  Location: I-95 over Hollywood Blvd (Lat: 26.010922,  Lng: -80.166775),  Route carried "under" structure: State highway 820,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 44,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR-820 Hollywood Blvd,  Facility Carried by Structure: I-95 (SR-9)
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 26.675,  Lanes on structure: 12,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 860576,  Location: SB I-95 over Sheridan St. (Lat: 26.033328,  Lng: -80.164475),  Route carried "under" structure: State highway 822,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 40,000 (year 2020),  Truck Traffic: 2%,  Features Intersected: SR-822 (Sheridan St.),  Facility Carried by Structure: SB I-95 (SR-9)
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 4.422,  Lanes on structure: 6,  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: 860577,  Location: NB I-95 over Sheridan St. (Lat: 26.033319,  Lng: -80.164208),  Route carried "under" structure: State highway 822,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 40,000 (year 2020),  Truck Traffic: 2%,  Features Intersected: SR-822 (Sheridan St.),  Facility Carried by Structure: NB I-95 (SR-9)
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 4.397,  Lanes on structure: 6,  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: 869902,  Location: .6m N of Hallandale Blvd. (Lat: 25.991658,  Lng: -80.118903),  Route carried "under" structure: State highway A1A,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 275,000 (year 2021),  Truck Traffic: 3%,  Features Intersected: SR-A1A,  Facility Carried by Structure: PedestrianOverpass
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 1.839,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 56.3m (184.7ft)