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

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Structure Number: 860011,  Location: .8mi North of SR 844 (Lat: 26.261444,  Lng: -80.083167),  Route carried "on" structure: State highway A1A,  Year Built: 1966,  Status: Open,  Structure Length: 10.71m (35.14ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,624 (year 2042),  Design Load: HS 20,  Features Intersected: Hillsboro Inlet
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 19.385,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 3.2m (10.5ft), Horizontal Clearance: 18.3m (60.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 22.7m (74.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: 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 2020,  Critical Feature Inspection Date: August 2020,  Underwater Inspection Date: August 2020,  Other Special Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86006,  Location: Between SR-A1A & US-1 (Lat: 26.250356,  Lng: -80.089594),  Route carried "on" structure: State highway 844,  Year Built: 1967,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 10.69m (35.07ft),  Average Daily Traffic: 13,700 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,770 (year 2042),  Design Load: HS 20,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: 14 Street Causeway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.043,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 37.6m (123.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 55.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Underwater Inspection Date: July 2020,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860082,  Location: 0.2 M N POMPANO SER PLAZA (Lat: 26.230844,  Lng: -80.178889),  Route carried "on" structure: State highway 91,  Year Built: 1956,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 52,850 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 91,695 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: POMPANO CANAL C-14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.475,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860118,  Location: 1 m N of W Atlantic Blvd (Lat: 26.244061,  Lng: -80.136697),  Route carried "on" structure: Interstate 95,  Year Built: 1971,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 182,175 (year 2042),  Design Load: HL 93,  Features Intersected: FEC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.962,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 30.0m (98.4ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860119,  Location: 1mi. N of Atlantic Blvd. (Lat: 26.245750,  Lng: -80.136722),  Route carried "on" structure: Interstate 95,  Year Built: 1972,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 182,175 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NW 15th St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.146,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.9m (91.5ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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: Superior to present desirable criteria,  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: 86012,  Location: 2 mi. N of Atlantic Blvd. (Lat: 26.260519,  Lng: -80.133278),  Route carried "on" structure: Interstate 95,  Year Built: 1972,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 182,175 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Copans Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.835,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 27.5m (90.2ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860121,  Location: 1.0 Mi N of Copans Rd. (Lat: 26.274928,  Lng: -80.125164),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 182,175 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-834 (Sample Road)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.726,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.9m (91.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 31.5m (103.3ft),  Out-to-Out Width: 32.4m (106.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.8 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860157,  Location: 300' W of A1A (Lat: 26.231783,  Lng: -80.094436),  Route carried "on" structure: State highway 814,  Year Built: 1955,  Status: Open,  Structure Length: 11.53m (37.83ft),  Average Daily Traffic: 23,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 39,905 (year 2042),  Design Load: H 15,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: Atlantic Blvd.
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 12.313,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 43.0m (141.1ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  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: September 2020,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860178,  Location: 1.0 Mi. N of Copans Rd. (Lat: 26.274956,  Lng: -80.124925),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 182,175 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-834 (Sample Rd.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.726,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 32.4m (106.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.8 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860182,  Location: 0.2 M N OF PPANO SER PLZA (Lat: 26.230767,  Lng: -80.177936),  Route carried "on" structure: State highway 91,  Year Built: 1956,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 52,850 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 91,695 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: POMPANO CANAL C-14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.471,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860218,  Location: 1.0Mi N/O W Atlantic Blvd (Lat: 26.243842,  Lng: -80.136311),  Route carried "on" structure: Interstate 95,  Year Built: 1971,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 182,175 (year 2042),  Design Load: HL 93,  Features Intersected: FEC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.962,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 29.7m (97.4ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860219,  Location: 1mi. N of Atlantic Blvd. (Lat: 26.245750,  Lng: -80.136444),  Route carried "on" structure: Interstate 95,  Year Built: 1972,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 182,175 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NW 15th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.146,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.8m (97.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.9m (91.5ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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: Superior to present desirable criteria,  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: 86022,  Location: 2 mi. N of Atlantic Blvd. (Lat: 26.260519,  Lng: -80.132967),  Route carried "on" structure: Interstate 95,  Year Built: 1972,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 182,175 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Copans Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.903,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860222,  Location: 1 mile South of SR-814 (Lat: 26.221208,  Lng: -80.103914),  Route carried "on" structure: US 1,  Year Built: 1982,  Status: Open,  Structure Length: 7.85m (25.75ft),  Average Daily Traffic: 41,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 71,135 (year 2042),  Design Load: HS 20,  Features Intersected: Cypress Creek Canal C-14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.933,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.3m (102.7ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.7m (12.1ft), Horizontal Clearance: 14.0m (45.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.7m (51.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 31.3m (102.7ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 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: August 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860231,  Location: 2.0 Mi South of Copans Rd (Lat: 26.231517,  Lng: -80.136567),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 182,175 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-814 (Atlantic Blvd.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.565,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.7m (84.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.6 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: Better than present minimum criteria,  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: 860232,  Location: 2.0 Mi South of COPANS RD (Lat: 26.231514,  Lng: -80.136344),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 182,175 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-814 (Atlantic Blvd.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.565,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.6m (87.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 26.6m (87.3ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.6 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860233,  Location: 1.2 Mi E of Powerline Rd (Lat: 26.226608,  Lng: -80.136389),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 10,700 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,564 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-95(SR-9),  Facility Carried by Structure: SW 3rd St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.968,  Lanes on structure: 6,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860235,  Location: 0.2mi N of Atlantic Blvd. (Lat: 26.234278,  Lng: -80.136647),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 182,175 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Hammonville/MLK Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.881,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.4m (93.2ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: 860236,  Location: 0.2mi N of Atlantic Blvd. (Lat: 26.234194,  Lng: -80.136306),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 182,175 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Hammonville/MLK Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.869,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.4m (93.2ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 41.2m (135.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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: 860241,  Location: 0.6mi. N of Cypress Ck Rd (Lat: 26.210628,  Lng: -80.137425),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 182,175 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Mc Nab Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.200,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 30.0m (98.4ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 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: Superior to present desirable criteria,  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: 860242,  Location: 1mi. So. of Atlantic Blvd (Lat: 26.210611,  Lng: -80.137167),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 182,175 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Mc Nab Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.214,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  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: 44.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860372,  Location: 0.5 MI. SO. OF SAMPLE RD (Lat: 26.259897,  Lng: -80.167367),  Route carried "on" structure: State highway 91,  Year Built: 1982,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 45,850 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 79,550 (year 2042),  Design Load: HS 20,  Features Intersected: COPANS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.046,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 37.6 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: Equal to 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860373,  Location: 0.5 MI.SO. OF SAMPLE ROAD (Lat: 26.259903,  Lng: -80.167192),  Route carried "on" structure: State highway 91,  Year Built: 1983,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 45,850 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 79,550 (year 2042),  Design Load: HS 20,  Features Intersected: COPANS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.038,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 37.9 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: Equal to 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860405,  Location: 0.1 MI SOUTH OF SAMPLE RD (Lat: 26.270639,  Lng: -80.168867),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1984,  Status: Open,  Structure Length: 7.51m (24.64ft),  Average Daily Traffic: 4,250 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,374 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 91 TPK(SAMPLE RD INT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.552,  Lanes on structure: 2,  Lanes under structure: 7,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86041,  Location: 1 mi south of SR- 814 (Lat: 26.215517,  Lng: -80.156067),  Route carried "on" structure: State highway 845,  Year Built: 1962,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 49,000 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 85,015 (year 2042),  Design Load: HS 20,  Features Intersected: C-14 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.753,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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,  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: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860464,  Location: S OF POMPANO SERVICE PLAZ (Lat: 26.219053,  Lng: -80.188164),  Route carried "on" structure: State highway 91,  Year Built: 1984,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 9.13m (29.95ft),  Average Daily Traffic: 52,850 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 91,695 (year 2042),  Design Load: HL 93,  Features Intersected: NW 31ST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.817,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 41.5 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860465,  Location: S OF POMPANO SERVICE PLAZ (Lat: 26.218631,  Lng: -80.188203),  Route carried "on" structure: State highway 91,  Year Built: 1984,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 9.13m (29.95ft),  Average Daily Traffic: 52,850 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 91,695 (year 2042),  Design Load: HL 93,  Features Intersected: NW 31st AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.761,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.6m (100.4ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860587,  Location: 2 MILES SOUTH OF SR-834 (Lat: 26.245206,  Lng: -80.167486),  Route carried "on" structure: County highway 912,  Year Built: 1991,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 16,000 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,760 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 91 TPK,  Facility Carried by Structure: HMMNDVLL RD 67.348
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.349,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 39.9m (130.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860588,  Location: 3.8 MI S OF SR-869 (Lat: 26.249128,  Lng: -80.166572),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1992,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 6,350 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,017 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 91 TPK (COCO CK INT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.446,  Lanes on structure: 2,  Lanes under structure: 7,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860589,  Location: .1MI S OF ATLANTIC BLVD. (Lat: 26.230719,  Lng: -80.181561),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1994,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 7,000 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 12,145 (year 2042),  Design Load: HS 20,  Features Intersected: CANAL C-14 (ATL BV INT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.051,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.6m (31.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86059,  Location: 500FT S OF ATLANTIC BLVD (Lat: 26.230817,  Lng: -80.177017),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1994,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 7,000 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 12,145 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CANAL C-14 (ATL BV INT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860636,  Location: 0.4Mi N of Atlantic Blvd. (Lat: 26.237583,  Lng: -80.142517),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 18.41m (60.40ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,748 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DR MLK BLVD & SCL RR,  Facility Carried by Structure: Andrews Ave.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.618,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 75.6m (248.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 33.7 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 860683,  Location: 2.0 Mi South of Copans Rd (Lat: 26.231583,  Lng: -80.136139),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2019,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 8,700 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,095 (year 2042),  Design Load: HL 93,  Features Intersected: Atlantic Blvd
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.483,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860684,  Location: 2.0 Mi South of Copans Rd (Lat: 26.231583,  Lng: -80.136778),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2019,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,625 (year 2042),  Design Load: HL 93,  Features Intersected: Atlantic Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 864101,  Location: 0.1 MI S OF MCNAB ROAD (Lat: 26.210103,  Lng: -80.142244),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 15,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,000 (year 2042),  Design Load: HS 20,  Features Intersected: CYPRESS CREEK CANAL C-14,  Facility Carried by Structure: ANDREWS AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.680,  Lanes on structure: 7,  Owner: County Highway Agency,  Approaching Roadway Width: 27.5m (90.2ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 33.4m (109.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 864105,  Location: 0.1MI W OF ANDREWS AVE. (Lat: 26.210819,  Lng: -80.144556),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 11.59m (38.02ft),  Average Daily Traffic: 23,817 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 41,322 (year 2042),  Design Load: HS 20,  Features Intersected: C-14 CANAL,  Facility Carried by Structure: MCNAB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.318,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 26 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 63.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 868101,  Location: 200FT E OF OAKS DRIVE (Lat: 26.218569,  Lng: -80.170656),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Posted for load,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 1,575 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,603 (year 2042),  Design Load: HS 20,  Features Intersected: C-14 CYPRESS CREEK CANAL,  Facility Carried by Structure: W PALM AIRE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.1m (26.6ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 868106,  Location: 0.3MI S OF ATLANTIC BLVD. (Lat: 26.226664,  Lng: -80.112475),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 3,640 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,073 (year 2042),  Features Intersected: OLD POMPANO CANAL G-16,  Facility Carried by Structure: SE 11TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 868108,  Location: 0.8MI WEST OF US-1 (Lat: 26.211194,  Lng: -80.120081),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Posted for load,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 14,984 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,997 (year 2042),  Features Intersected: CYPRESS CK C-14 CANAL,  Facility Carried by Structure: MCNAB RD(SE 15 ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.285,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 35.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.4 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 868114,  Location: 1MI W OF POWERLINE RD. (Lat: 26.221800,  Lng: -80.170417),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Posted for load-capacity,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 2,100 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,470 (year 2042),  Design Load: HS 20,  Features Intersected: C-14 CYPRESS CREEK CANAL,  Facility Carried by Structure: N. PALM AIRE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 868115,  Location: 0.1Mi N of NE 9th Court (Lat: 26.242889,  Lng: -80.095444),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 650 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,027 (year 2042),  Design Load: HL 93,  Features Intersected: Wisteria Canal,  Facility Carried by Structure: NE 27th Terrace
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),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.7m (38.4ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete