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Bridge Statistics for Hollywood, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Hollywood, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 37
Total length: 281 meters (922ft) Total average daily traffic: 2,691,529 Total average daily truck traffic: 156,815 National Bridge Inventory (NBI) Registered Bridges for Hollywood
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >> Show street view
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: 16,100 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 27,934 (year 2033), Design Load: H 20, 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: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 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: 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 11, Critical Feature Inspection Date: August 11, Underwater Inspection Date: August 11, Other Special Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
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: 42,500 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 73,738 (year 2032), 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: November 11, Underwater Inspection Date: September 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 860102, Location: 1mi. S 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: 136,500 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 236,828 (year 2032), Design Load: HS 20+Mod, Features Intersected: Johnson Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.937, Lanes on structure: 6, 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: 28.9m (94.8ft), Out-to-Out Width: 29.8m (97.8ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.2 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: 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: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 860104, Location: .5 miles South of SR-822 (Lat: 26.025989, Lng: -80.166958), Route carried "on" structure: Interstate 95, Year Built: 1964, Year Reconstructed: 1990, Status: Open, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 273,000 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 473,655 (year 2032), Design Load: HS 20+Mod, Features Intersected: Taft Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.755, Lanes on structure: 12, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 58.0m (190.3ft), 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: 58.0m (190.3ft), Out-to-Out Width: 59.5m (195.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 860145, Location: 2.1 MI N OF SR-820 (Lat: 26.039358, Lng: -80.213975), Route carried "on" structure: State highway 1, Year Built: 1956, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 110,600 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 191,891 (year 2033), Features Intersected: SEMINOLE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.947, Lanes on structure: 6, Lanes under structure: 2, 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: 4.0m (13.1ft) Condition: Culverts: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 11 Find on map >> Show street view
Structure Number: 860147, Location: 0.25 Mi. W I-95 on SR-822 (Lat: 26.033636, Lng: -80.167931), Route carried "on" structure: State highway 822, Year Built: 1967, Year Reconstructed: 1985, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 45,500 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 78,943 (year 2032), 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: 23.3m (76.4ft), 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: 28.2m (92.5ft), Out-to-Out Width: 33.6m (110.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 860155, Location: INTRS N TPK SHERIDAN ST (Lat: 26.031944, Lng: -80.212778), Route carried "on" structure: County highway 822, Year Built: 1965, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 45,800 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 57,250 (year 2031), 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, 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: 1.1m (3.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
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: 136,500 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 236,828 (year 2032), Design Load: HS 20+Mod, Features Intersected: Johnson Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.937, Lanes on structure: 6, 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: 28.9m (94.8ft), Out-to-Out Width: 29.8m (97.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.2 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: Equal to present desirable 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: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 860228, Location: Just East of ICW (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: 5,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 17,120 (year 2033), Design Load: HS 20, Features Intersected: SR-820 (Hollywood Blvd.), Facility Carried by Structure: RAMP to SB-A1A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 7, Length of Maximum Span: 27.0m (88.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.9 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: Better than 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 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 860229, Location: Just East of ICW (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: 5,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 13,800 (year 2033), Design Load: HS 20, Features Intersected: Hollwood Blvd. Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.035, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), 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: 2.1m (6.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 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: Better than 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 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
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: 12,000 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 20,820 (year 2033), Design Load: HS 20, Features Intersected: Intracoastal Waterway, Facility Carried by Structure: Hollywood Blvd. Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 31.657, 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: 33.5m (109.9ft), 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 11, Critical Feature Inspection Date: August 11, Underwater Inspection Date: August 11, Other Special Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 860403, Location: 0.5 MI NO OF HOLLYWD BLVD (Lat: 26.017514, Lng: -80.212839), Route carried "on" structure: State highway 91, Year Built: 1986, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 110,600 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 191,891 (year 2033), 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: 32.0m (105.0ft), 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: September 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
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: 110,600 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 191,891 (year 2033), Design Load: HS 20+Mod, Features Intersected: TAFT ST Minimum Vertical Clearance: 30+ m (98+ ft), 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: 33.5m (109.9ft), 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 86053, Location: I-95 over Hollywood Blvd (Lat: 26.011222, Lng: -80.167025), Route carried "on" structure: Interstate 95, Year Built: 1990, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 248,000 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 430,280 (year 2032), Design Load: HS 20, Features Intersected: SR-820 Hollywood Blvd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.086, Lanes on structure: 10, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 50.7m (166.3ft), Skew: 10 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: 50.7m (166.3ft), Out-to-Out Width: 52.2m (171.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.3 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: August 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 860574, Location: 1 mi S of Sheridan on I95 (Lat: 26.024056, Lng: -80.167450), Route carried "on" structure: Interstate 95, Year Built: 1990, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 136,500 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 236,828 (year 2032), Design Load: HS 20+Mod, Features Intersected: C-10 Hollywood Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.541, Lanes on structure: 6, 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: Very good, Substructure: Good, Channel: Very good, Operating Rating: 59.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.0 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, 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 11, Underwater Inspection Date: July 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 860575, Location: 1 mi S of Sheridan on I95 (Lat: 26.024167, Lng: -80.167500), Route carried "on" structure: Interstate 95, Year Built: 1990, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 136,500 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 236,828 (year 2032), Design Load: HS 20, Features Intersected: C-10 Hollywood canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.541, Lanes on structure: 6, 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: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 59.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.0 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, 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 11, Underwater Inspection Date: July 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 860576, Location: SB I-95 over Sheridan St. (Lat: 26.033547, Lng: -80.164511), Route carried "on" structure: Interstate 95, Year Built: 1990, Status: Open, Structure Length: 5.47m (17.95ft), Average Daily Traffic: 136,500 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 236,828 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR-822 (Sheridan St.) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.616, Lanes on structure: 5, 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: Very 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 860577, Location: NB I-95 over Sheridan St. (Lat: 26.033075, Lng: -80.164111), Route carried "on" structure: Interstate 95, Year Built: 1990, Status: Open, Structure Length: 5.47m (17.95ft), Average Daily Traffic: 136,500 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 236,828 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR-822 (Sheridan St.) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.616, Lanes on structure: 5, 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: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 860578, Location: SR-9 1/4mi N of Sheridan (Lat: 26.040800, Lng: -80.163564), Route carried "on" structure: Interstate 95, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 277,000 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 480,595 (year 2032), Design Load: HS 20+Mod, Features Intersected: C-10 Spur Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.446, Lanes on structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 50.7m (166.3ft), Skew: 10 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: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 11, Underwater Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 860599, Location: Just West of I-95 (Lat: 26.010653, Lng: -80.168506), Route carried "on" structure: State highway 820, Year Built: 1971, Year Reconstructed: 1996, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 48,500 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 84,148 (year 2032), Design Load: HS 20+Mod, Features Intersected: Hollywood Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.540, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.9m (88.3ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 39.2m (128.6ft), Out-to-Out Width: 43.1m (141.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 11, Underwater Inspection Date: November 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
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: 0.94m (3.08ft), Average Daily Traffic: 10,634 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 18,450 (year 2031), 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: 10.8m (35.4ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 18.4m (60.4ft) Condition: Deck: Good, Superstructure: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 11, Underwater Inspection Date: March 11, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
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 2011), Truck Traffic: 2%, Average Future Daily Traffic: 868 (year 2031), 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: Satisfactory, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 11, Underwater Inspection Date: March 11, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 866303, Location: 0.09MI 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 2001), Truck Traffic: 3%, Average Future Daily Traffic: 1,909 (year 2031), 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Underwater Inspection Date: Febuary 11, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
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 1999), Truck Traffic: 2%, Average Future Daily Traffic: 17,350 (year 2031), 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: 7.9m (25.9ft), 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: 8.5m (27.9ft), Out-to-Out Width: 12.1m (39.7ft) 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Underwater Inspection Date: Febuary 11, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 866305, Location: 0.02 MI 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 2001), Truck Traffic: 2%, Average Future Daily Traffic: 17,350 (year 2031), 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: 10.9m (35.8ft), 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: 10.9m (35.8ft), Out-to-Out Width: 12.3m (40.4ft) 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Underwater Inspection Date: Febuary 11, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 860102, Location: 1mi. S of Sheridan St. (Lat: 26.018617, Lng: -80.167528), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 10,673 (year 2001), Truck Traffic: 5%, Features Intersected: Johnson Street, Facility Carried by Structure: I-95 (SR-9) SB Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Find on map >> Show street view
Structure Number: 860104, Location: .5 miles South of SR-822 (Lat: 26.025989, Lng: -80.166958), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 2,500 (year 2003), Truck Traffic: 5%, 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: 12, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.3m (66.6ft) Find on map >> Show street view
Structure Number: 860145, Location: 2.1 MI N OF SR-820 (Lat: 26.039358, Lng: -80.213975), Route carried "under" structure: Other road 1, Year Built: 1956, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2 (year 2011), Truck Traffic: 8%, Features Intersected: SEMINOLE DR Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 4.0m (13.1ft) Find on map >> Show street view
Structure Number: 860155, Location: INTRS N TPK SHERIDAN ST (Lat: 26.031944, Lng: -80.212778), Route carried "under" structure: Other road 91, Year Built: 1965, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 79,400 (year 2003), Truck Traffic: 5%, Features Intersected: FLORIDA'S TURNPIKE, Facility Carried by Structure: SHERIDAN ST(CR822) Minimum Vertical Clearance: 4.51m (14.80ft), 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) Find on map >> Show street view
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: 4.48m (14.70ft), Average Daily Traffic: 15,500 (year 2010), Truck Traffic: 9%, Features Intersected: Johnson Street, Facility Carried by Structure: I-95 ( SR-9 ) NB Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 4.155, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Find on map >> Show street view
Structure Number: 86023, Location: SR 820 & Intracoastal (Lat: 26.012083, Lng: -80.119642), Route carried "under" structure: City street , Year Built: 1976, Structure Length: 39.14m (128.41ft), Average Daily Traffic: 20 (year 2011), 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: 33.5m (109.9ft) Find on map >> Show street view
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: 39.14m (128.41ft), Average Daily Traffic: 22,500 (year 2011), Truck Traffic: 2%, Features Intersected: Intracoastal Waterway, Facility Carried by Structure: Hollywood Blvd. Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 0.412, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Movable - Bascule, Length of Maximum Span: 33.5m (109.9ft) Find on map >> Show street view
Structure Number: 860403, Location: 0.5 MI NO OF HOLLYWD BLVD (Lat: 26.017514, Lng: -80.212839), Route carried "under" structure: City street , Year Built: 1986, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 110,600 (year 2011), Truck Traffic: 7%, Features Intersected: JOHNSON ST, Facility Carried by Structure: SR91 N/S TPK 50.66 Minimum Vertical Clearance: 5.06m (16.60ft), 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) Find on map >> Show street view
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: 4.91m (16.11ft), Average Daily Traffic: 110,600 (year 2011), Truck Traffic: 7%, Features Intersected: TAFT ST, Facility Carried by Structure: SR91 N/S TPK 51.14 Minimum Vertical Clearance: 5.06m (16.60ft), 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) Find on map >> Show street view
Structure Number: 86053, Location: I-95 over Hollywood Blvd (Lat: 26.011222, Lng: -80.167025), Route carried "under" structure: State highway 820, Year Built: 1990, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 48,500 (year 2010), Truck Traffic: 4%, Features Intersected: SR-820 Hollywood Blvd, Facility Carried by Structure: I-95 (SR-9) Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 26.686, Lanes on structure: 10, Lanes under structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft) Find on map >> Show street view
Structure Number: 860576, Location: SB I-95 over Sheridan St. (Lat: 26.033547, Lng: -80.164511), Route carried "under" structure: State highway 822, Year Built: 1990, Structure Length: 5.47m (17.95ft), Average Daily Traffic: 42,500 (year 2010), Truck Traffic: 4%, Features Intersected: SR-822 (Sheridan St.), Facility Carried by Structure: SB I-95 (SR-9) Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 4.422, 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) Find on map >> Show street view
Structure Number: 860577, Location: NB I-95 over Sheridan St. (Lat: 26.033075, Lng: -80.164111), Route carried "under" structure: State highway 822, Year Built: 1990, Structure Length: 5.47m (17.95ft), Average Daily Traffic: 45,500 (year 2010), Truck Traffic: 3%, Features Intersected: SR-822 (Sheridan St.), Facility Carried by Structure: NB I-95 (SR-9) Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 4.397, 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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