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

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Structure Number: 860116,  Location: 0.2 mi S of Oakland Park (Lat: 26.162456,  Lng: -80.162453),  Route carried "on" structure: Interstate 95,  Year Built: 1972,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 116,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 202,128 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: C-13 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.152,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.1m (36.4ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.7 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 8 months,  Inspection Date: Febuary 2020,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860117,  Location: .5mi. W of SR-845 (Lat: 26.165972,  Lng: -80.160139),  Route carried "on" structure: Interstate 95,  Year Built: 1971,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 116,500 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 202,128 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Oakland Park Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.581,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.4m (83.3ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860127,  Location: .5Mi N of Oakland Pk Blvd (Lat: 26.173861,  Lng: -80.156692),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 116,500 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 202,128 (year 2042),  Design Load: HS 20,  Features Intersected: NW 38th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.532,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860128,  Location: 0.2Mi. S. of Prospect Rd (Lat: 26.177750,  Lng: -80.154806),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 15.27m (50.10ft),  Average Daily Traffic: 116,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 202,128 (year 2042),  Design Load: HL 93,  Features Intersected: NW 9 AVE. (SR-845)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.065,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 46.7m (153.2ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.9 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860129,  Location: SB I-95 over Prospect RD. (Lat: 26.181056,  Lng: -80.153361),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 116,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 202,128 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Prospect RD (NW 44th ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.424,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86013,  Location: I-95 & Comm Bld Interchge (Lat: 26.188342,  Lng: -80.152097),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 116,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 202,128 (year 2042),  Design Load: HS 20,  Features Intersected: SR-870 Commercial Blvd.
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 24.258,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.1m (92.2ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860131,  Location: 1.0 Mile West of SR-811 (Lat: 26.188539,  Lng: -80.151628),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1974,  Status: Open,  Structure Length: 23.44m (76.90ft),  Average Daily Traffic: 13,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,422 (year 2042),  Design Load: HS 20,  Features Intersected: I95 and SR870 Commercial
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.270,  Lanes on structure: 1,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 6,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.0 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860139,  Location: SR-816 just W. of I-95 (Lat: 26.165947,  Lng: -80.161369),  Route carried "on" structure: State highway 816,  Year Built: 1965,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 3.06m (10.04ft),  Average Daily Traffic: 51,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 89,352 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: C-13 Canal,  Facility Carried by Structure: Oakland Park Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.526,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 32.7m (107.3ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860196,  Location: I-95 & Comm Bld Interchge (Lat: 26.188347,  Lng: -80.151831),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 116,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 202,128 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 870 Commercial Blvd.
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 24.258,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.1m (92.2ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860197,  Location: .5mi N of Oakland Pk Blvd (Lat: 26.173406,  Lng: -80.156367),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 116,500 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 202,128 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NW 38th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.552,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860198,  Location: 0.2 Mile S of Prospect Rd (Lat: 26.177194,  Lng: -80.154778),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 15.27m (50.10ft),  Average Daily Traffic: 116,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 202,128 (year 2042),  Design Load: HL 93,  Features Intersected: SR-845 (NW-9 AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.904,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 46.7m (153.2ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860199,  Location: NB I-95 over Prospect RD. (Lat: 26.181056,  Lng: -80.153028),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 116,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 202,128 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Prospect RD (NW 44th ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.438,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860216,  Location: 0.2 mi S of Oakland Park (Lat: 26.162325,  Lng: -80.162186),  Route carried "on" structure: Interstate 95,  Year Built: 1972,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 116,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 202,128 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: C-13 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.152,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.4m (96.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.1m (36.4ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.6 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: Febuary 2020,  Underwater Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860217,  Location: .4mi. W of SR-845 (Lat: 26.166000,  Lng: -80.159806),  Route carried "on" structure: Interstate 95,  Year Built: 1971,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 116,500 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 202,128 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Oakland Pk. Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.630,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.4m (83.3ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 40.1m (131.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860221,  Location: At Andrews Avenue (Lat: 26.166522,  Lng: -80.146169),  Route carried "on" structure: State highway 816,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,375 (year 2042),  Design Load: HS 20,  Features Intersected: N. Fork Middle River,  Facility Carried by Structure: Oakland Park Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.053,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 70.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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 2020,  Underwater Inspection Date: March 2020

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Structure Number: 860237,  Location: 0.5 MI N OF SR-870 (Lat: 26.199586,  Lng: -80.148211),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,050 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: ANDREWS AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.226,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.6m (103.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860239,  Location: I-95 over Cypress Creek R (Lat: 26.203583,  Lng: -80.144106),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 116,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 202,128 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Cypress Creek Rd(NW62St)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.147,  Lanes on structure: 5,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86024,  Location: 1.0 Mile North of SR-870 (Lat: 26.203608,  Lng: -80.143744),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 116,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 202,128 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Cypress Creek Rd(NW62St)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.194,  Lanes on structure: 5,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86413,  Location: 0.90 miles West of I-95 (Lat: 26.173278,  Lng: -80.171000),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 2.64m (8.66ft),  Average Daily Traffic: 15,704 (year 2021),  Average Future Daily Traffic: 27,246 (year 2042),  Design Load: HL 93,  Features Intersected: Canal C-13,  Facility Carried by Structure: NW 21st Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.838,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.4m (86.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 867602,  Location: 0.2MI N OF NE 38TH ST. (Lat: 26.178089,  Lng: -80.126011),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,940 (year 2042),  Features Intersected: CORAL WATERWAY,  Facility Carried by Structure: NE 16TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.050,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Good,  Operating Rating: 19.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 867603,  Location: 0.4MI W OF US-1 (Lat: 26.174278,  Lng: -80.125444),  Route carried "on" structure: City street ,  Year Built: 1953,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 7,475 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,969 (year 2042),  Design Load: HS 20,  Features Intersected: CORAL WATERWAY,  Facility Carried by Structure: NE 38 STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.929,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 867604,  Location: 100ft W of NE 17TH TERR. (Lat: 26.170667,  Lng: -80.123303),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 600 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,041 (year 2042),  Design Load: HS 20,  Features Intersected: CORAL WATERWAY,  Facility Carried by Structure: NE 34TH CT.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860117,  Location: .5mi. W of SR-845 (Lat: 26.165972,  Lng: -80.160139),  Route carried "under" structure: State highway 816,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 54,500 (year 2022),  Truck Traffic: 5%,  Features Intersected: Oakland Park Blvd.,  Facility Carried by Structure: SB I-95 (SR-9)
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 9.638,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.4m (83.3ft)

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Structure Number: 860127,  Location: .5Mi N of Oakland Pk Blvd (Lat: 26.173861,  Lng: -80.156692),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2022),  Truck Traffic: 9%,  Features Intersected: NW 38th Street,  Facility Carried by Structure: SB I-95 (SR-9)
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.434,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 860128,  Location: 0.2Mi. S. of Prospect Rd (Lat: 26.177750,  Lng: -80.154806),  Route carried "under" structure: State highway 845,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2020),  Truck Traffic: 7%,  Features Intersected: NW 9 AVE. (SR-845),  Facility Carried by Structure: I-95 (SR-9) SB
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 4.543,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.7m (153.2ft)

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Structure Number: 860129,  Location: SB I-95 over Prospect RD. (Lat: 26.181056,  Lng: -80.153361),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2020),  Truck Traffic: 9%,  Features Intersected: Prospect RD (NW 44th ST),  Facility Carried by Structure: SB I-95
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.127,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 86013,  Location: I-95 & Comm Bld Interchge (Lat: 26.188342,  Lng: -80.152097),  Route carried "under" structure: State highway 870,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 64,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR-870 Commercial Blvd.,  Facility Carried by Structure: SB I-95 (SR-9)
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 10.350,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.1m (92.2ft)

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Structure Number: 860131,  Location: 1.0 Mile West of SR-811 (Lat: 26.188539,  Lng: -80.151628),  Route carried "under" structure: Interstate 95,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 233,000 (year 2020),  Truck Traffic: 8%,  Features Intersected: I95 and SR870 Commercial
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 24.227,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 860196,  Location: I-95 & Comm Bld Interchge (Lat: 26.188347,  Lng: -80.151831),  Route carried "under" structure: State highway 870,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 64,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR 870 Commercial Blvd.,  Facility Carried by Structure: NB I-95 (S.R. 9)
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 10.375,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.1m (92.2ft)

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Structure Number: 860197,  Location: .5mi N of Oakland Pk Blvd (Lat: 26.173406,  Lng: -80.156367),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2022),  Truck Traffic: 9%,  Features Intersected: NW 38th Street,  Facility Carried by Structure: NB I-95 (SR-9)
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.460,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 860198,  Location: 0.2 Mile S of Prospect Rd (Lat: 26.177194,  Lng: -80.154778),  Route carried "under" structure: State highway 845,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2020),  Truck Traffic: 7%,  Features Intersected: SR-845 (NW-9 AVE),  Facility Carried by Structure: I-95 (SR-9) NB
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 4.480,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.7m (153.2ft)

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Structure Number: 860199,  Location: NB I-95 over Prospect RD. (Lat: 26.181056,  Lng: -80.153028),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2020),  Truck Traffic: 9%,  Features Intersected: Prospect RD (NW 44th ST),  Facility Carried by Structure: NB I-95
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.150,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 860217,  Location: .4mi. W of SR-845 (Lat: 26.166000,  Lng: -80.159806),  Route carried "under" structure: State highway 816,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 54,500 (year 2022),  Truck Traffic: 5%,  Features Intersected: Oakland Pk. Blvd.,  Facility Carried by Structure: NB I-95 (SR-9)
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 9.671,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.4m (83.3ft)

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Structure Number: 860237,  Location: 0.5 MI N OF SR-870 (Lat: 26.199586,  Lng: -80.148211),  Route carried "under" structure: Interstate 95,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 233,000 (year 2020),  Truck Traffic: 8%,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: ANDREWS AVE.
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 25.569,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 860239,  Location: I-95 over Cypress Creek R (Lat: 26.203583,  Lng: -80.144106),  Route carried "under" structure: County highway ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 40,500 (year 2020),  Truck Traffic: 7%,  Features Intersected: Cypress Creek Rd(NW62St),  Facility Carried by Structure: I-95 (SR-9) SB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 1.141,  Lanes on structure: 5,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 86024,  Location: 1.0 Mile North of SR-870 (Lat: 26.203608,  Lng: -80.143744),  Route carried "under" structure: County highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 40,500 (year 2020),  Truck Traffic: 7%,  Features Intersected: Cypress Creek Rd(NW62St),  Facility Carried by Structure: I-95 (SR-9) NB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 1.180,  Lanes on structure: 5,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)