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

Find on map >>   Show street view

Structure Number: 17409,  Location: 4.0 MI NORTH OF LAUREL RD (Lat: 27.193225,  Lng: -82.405133),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1996,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 6,000 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 10,410 (year 2041),  Design Load: HS 20,  Features Intersected: ADRI'S RUN,  Facility Carried by Structure: KNIGHTS TRAIL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.463,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

Find on map >>   Show street view

Structure Number: 930006,  Location: No. City Line Boca Raton (Lat: 26.422267,  Lng: -80.073883),  Route carried "on" structure: US 1,  Year Built: 1965,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 46,845 (year 2042),  Design Load: HL 93,  Features Intersected: Hidden Valley Canal C15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.064,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to 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: November 2020,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930015,  Location: E Congress Ave and W I-95 (Lat: 26.394303,  Lng: -80.098678),  Route carried "on" structure: State highway 794,  Year Built: 1967,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.73m (8.96ft),  Average Daily Traffic: 48,500 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 84,148 (year 2040),  Design Load: HS 20,  Features Intersected: El Rio Canal (E-4)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.258,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 40.3m (132.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 93006,  Location: 1.2 mi N Broward Cnty (Lat: 26.339100,  Lng: -80.072492),  Route carried "on" structure: State highway A1A,  Year Built: 1963,  Status: Open,  Structure Length: 16.46m (54.00ft),  Average Daily Traffic: 11,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,085 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Boca Inlet
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 1.978,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Skew: 4 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.0m (23.0ft), Horizontal Clearance: 13.7m (44.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 11,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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: May 2020,  Critical Feature Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Other Special Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930154,  Location: WB SR800.2Mi west of US-1 (Lat: 26.386472,  Lng: -80.070025),  Route carried "on" structure: State highway 800,  Year Built: 1971,  Status: Open,  Structure Length: 14.84m (48.69ft),  Average Daily Traffic: 7,900 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,706 (year 2042),  Design Load: HS 20,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: WB Spanish River
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.501,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: 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: November 2020,  Critical Feature Inspection Date: November 2020,  Underwater Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930187,  Location: 1.1 mi N of Broward line (Lat: 26.344203,  Lng: -80.118186),  Route carried "on" structure: Interstate 95,  Year Built: 1972,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 103,000 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 178,705 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: W. Camino Real
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.748,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.1m (95.5ft),  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: 29.1m (95.5ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930188,  Location: Boca Raton (Lat: 26.350789,  Lng: -80.118111),  Route carried "on" structure: Interstate 95,  Year Built: 1972,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.87m (19.26ft),  Average Daily Traffic: 103,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 178,705 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Palmetto Park Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 7,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.8 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930189,  Location: Just South of Exit 48 (Lat: 26.394456,  Lng: -80.093442),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 8.61m (28.25ft),  Average Daily Traffic: 107,500 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 186,512 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 794 Yamato Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.409,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.1m (72.5ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.2m (95.8ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930197,  Location: 0.25 mi. N of County Line (Lat: 26.331944,  Lng: -80.117222),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 8.24m (27.03ft),  Average Daily Traffic: 9,800 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,003 (year 2042),  Design Load: HS 20,  Features Intersected: I 95 SR 9,  Facility Carried by Structure: SW 18th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.070,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  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 or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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

Find on map >>   Show street view

Structure Number: 930198,  Location: 1.1 mi. N of Broward line (Lat: 26.344125,  Lng: -80.117967),  Route carried "on" structure: Interstate 95,  Year Built: 1972,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 103,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 178,705 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: W Camino Real
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.748,  Lanes on structure: 6,  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: 27.9m (91.5ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.5 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930199,  Location: Boca Raton (Lat: 26.350781,  Lng: -80.117856),  Route carried "on" structure: Interstate 95,  Year Built: 1972,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.87m (19.26ft),  Average Daily Traffic: 103,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 178,705 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Palmetto Park Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 6,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.1m (98.8ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 50.3 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930201,  Location: Just North of Exit 48 (Lat: 26.394461,  Lng: -80.093033),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 8.61m (28.25ft),  Average Daily Traffic: 107,500 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 186,512 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 794 Yamato Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.409,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.2m (95.8ft),  Curb-To-Curb Width: 30.6m (100.4ft),  Out-to-Out Width: 33.3m (109.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930202,  Location: 1 mile N of SR 794 Yamato (Lat: 26.404819,  Lng: -80.089939),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 15.92m (52.23ft),  Average Daily Traffic: 32,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 56,388 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I 95 SR 9,  Facility Carried by Structure: Clint Moore Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.450,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.9m (134.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930226,  Location: EB SR800 .2mi West of A1A (Lat: 26.386317,  Lng: -80.070933),  Route carried "on" structure: State highway 800,  Year Built: 1971,  Status: Open,  Structure Length: 14.84m (48.69ft),  Average Daily Traffic: 7,900 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,706 (year 2042),  Design Load: HS 20,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: EB Spanish Rvr Bvd
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.501,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: 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: November 2020,  Critical Feature Inspection Date: November 2020,  Underwater Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930245,  Location: 800 ft West of I 95 (Lat: 26.368361,  Lng: -80.120972),  Route carried "on" structure: State highway 808,  Year Built: 1974,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 28,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 49,448 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Military Trail & CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.217,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930246,  Location: 800 ft West of I 95 (Lat: 26.368133,  Lng: -80.120953),  Route carried "on" structure: State highway 808,  Year Built: 1974,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 28,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 49,448 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Military Trail & CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.217,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.7 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: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930247,  Location: SR 808 / I 95 Interchange (Lat: 26.368403,  Lng: -80.118389),  Route carried "on" structure: State highway 808,  Year Built: 1974,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 28,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 49,448 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I 95 SR 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.455,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930248,  Location: SR 808 I 95 Interchange (Lat: 26.368186,  Lng: -80.118486),  Route carried "on" structure: State highway 808,  Year Built: 1974,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 28,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 49,448 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I 95 SR 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.455,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.2 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: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930251,  Location: 0.25 miles S/O SR 794 (Lat: 26.391194,  Lng: -80.097875),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 215,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 373,025 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: El Rio Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.796,  Lanes on structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 81.1m (266.1ft),  Out-to-Out Width: 84.0m (275.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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

Find on map >>   Show street view

Structure Number: 930319,  Location: 1.4 miles East of I-95 (Lat: 26.362325,  Lng: -80.097039),  Route carried "on" structure: State highway 808,  Year Built: 1978,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 25,500 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,242 (year 2040),  Design Load: HS 20,  Features Intersected: El Rio Canal E-4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.765,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Steel plate

Find on map >>   Show street view

Structure Number: 930325,  Location: 0.5 mile West of I-95 (Lat: 26.368317,  Lng: -80.129406),  Route carried "on" structure: State highway 808,  Year Built: 1977,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 57,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 98,895 (year 2042),  Design Load: HS 20,  Features Intersected: E-3 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.392,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 35.1m (115.2ft),  Out-to-Out Width: 39.7m (130.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 930333,  Location: AT BOCA RATON INTERCHANGE (Lat: 26.373603,  Lng: -80.169025),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1956,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 2.42m (7.94ft),  Average Daily Traffic: 9,050 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,702 (year 2042),  Design Load: HS 20,  Features Intersected: LAT CANL #45(GLADES INT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.211,  Lanes on structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930401,  Location: SR-808 at SR-7 Boca Raton (Lat: 26.367903,  Lng: -80.203056),  Route carried "on" structure: State highway 808,  Year Built: 1983,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 37,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 64,195 (year 2042),  Design Load: HS 20,  Features Intersected: E-1 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.039,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 36.8m (120.7ft),  Out-to-Out Width: 41.6m (136.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: July 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 930412,  Location: SR-91 OVER LAT CANAL 45 (Lat: 26.371544,  Lng: -80.170844),  Route carried "on" structure: State highway 91,  Year Built: 1989,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 90,100 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 156,324 (year 2042),  Design Load: HS 20,  Features Intersected: LATERAL CANAL #45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.781,  Lanes on structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.3m (30.5ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 40.5m (132.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 81.6 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930414,  Location: Glades Rd. & Turnpike (Lat: 26.367944,  Lng: -80.170292),  Route carried "on" structure: State highway 808,  Year Built: 1989,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 52,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 90,220 (year 2042),  Design Load: HS 20,  Features Intersected: E-2 East Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.298,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 31.9m (104.7ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 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,  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: July 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930415,  Location: Glades Rd. & Turnpike (Lat: 26.367944,  Lng: -80.171167),  Route carried "on" structure: State highway 808,  Year Built: 1989,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 42,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 73,738 (year 2042),  Design Load: HS 20,  Features Intersected: E-2 West Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.209,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 31.9m (104.7ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 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: July 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930416,  Location: SR-91 FL TPK OVER SR-808 (Lat: 26.367956,  Lng: -80.170819),  Route carried "on" structure: State highway 91,  Year Built: 1989,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 97,900 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 169,856 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 808 GLADES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.373,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 47.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.7 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930437,  Location: Atlantic Ave./Fl. Tpk. (Lat: 26.453611,  Lng: -80.175222),  Route carried "on" structure: State highway 806,  Year Built: 2008,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 16,250 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,194 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: E-2W Canal,  Facility Carried by Structure: E/B Atlantic Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.923,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 93044,  Location: Atlantic Ave./Fl. Tpk. (Lat: 26.454028,  Lng: -80.174944),  Route carried "on" structure: State highway 806,  Year Built: 2008,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 16,250 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,194 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: E-2W Canal,  Facility Carried by Structure: W/B Atlantic Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.923,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930548,  Location: Spanish River to NB I95 (Lat: 26.389972,  Lng: -80.097528),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2017,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 2,000 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,470 (year 2042),  Design Load: HL 93,  Features Intersected: LWDD E-4/El Rio Canal,  Facility Carried by Structure: Spanish River Blvd
Minimum Vertical Clearance: 3.51m (11.52ft),  Kilometerpoint: 0.142,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.0m (187.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930549,  Location: Spanish River to NB I95 (Lat: 26.390178,  Lng: -80.097603),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2017,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 10,000 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,350 (year 2042),  Design Load: HL 93,  Features Intersected: LWDD E-4/El Rio Canal,  Facility Carried by Structure: Spanish River Blvd
Minimum Vertical Clearance: 3.69m (12.11ft),  Kilometerpoint: 0.415,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.3m (184.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 36.3 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: Equal to present desirable 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,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 93055,  Location: Spanish River to NB I95 (Lat: 26.391289,  Lng: -80.096675),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2017,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,350 (year 2042),  Design Load: HL 93,  Features Intersected: Ramp A,  Facility Carried by Structure: Spanish River Blvd
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.566,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 7 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.3m (188.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 35.6 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930551,  Location: 1.5 mi. North of SR-808 (Lat: 26.386194,  Lng: -80.105417),  Route carried "on" structure: State highway 800,  Year Built: 2017,  Status: Open,  Structure Length: 22.84m (74.93ft),  Average Daily Traffic: 35,400 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 49,500 (year 2042),  Design Load: HL 93,  Features Intersected: SR-9 (I-95),  Facility Carried by Structure: Spanish R Blvd WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.453,  Lanes on structure: 2,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 47.1m (154.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930552,  Location: Spanish R & I95 Csxrr Can (Lat: 26.386078,  Lng: -80.105469),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 22.84m (74.93ft),  Average Daily Traffic: 26,700 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 49,500 (year 2042),  Design Load: HL 93,  Features Intersected: I 95 & CSXRR & Canal,  Facility Carried by Structure: Spanish River Blvd
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 47.1m (154.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930553,  Location: Ramp to Spanish River (Lat: 26.394467,  Lng: -80.095694),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2017,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,218 (year 2042),  Design Load: HL 93,  Features Intersected: Yamato Rd.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.341,  Lanes on structure: 1,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 75.0m (246.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.6 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930554,  Location: I95 SB Off Ramp (Lat: 26.390756,  Lng: -80.098825),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2017,  Status: Open,  Structure Length: 10.11m (33.17ft),  Average Daily Traffic: 6,600 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,451 (year 2042),  Design Load: HL 93,  Features Intersected: I95 SR9,  Facility Carried by Structure: FAU Blvd.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.867,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.2m (174.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 930555,  Location: I95 SB Off Ramp (Lat: 26.391997,  Lng: -80.098189),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2017,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 6,600 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,451 (year 2042),  Design Load: HL 93,  Features Intersected: LWDD E-4 El rio Canal,  Facility Carried by Structure: FAU Blvd.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.734,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.7m (136.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 931,  Location: 2 MI N OF GLADES RD/SR808 (Lat: 26.408892,  Lng: -80.171392),  Route carried "on" structure: State highway 91,  Year Built: 2001,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 90,100 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 156,324 (year 2042),  Design Load: HS 20,  Features Intersected: Clint Moore Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.909,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 35.7m (117.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 931014,  Location: AT Glades Road INT (Lat: 26.373525,  Lng: -80.169194),  Route carried "on" structure: Ramp State highway 91,  Year Built: 2018,  Status: Open,  Structure Length: 2.39m (7.84ft),  Average Daily Traffic: 21,000 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,500 (year 2042),  Design Load: HL 93,  Features Intersected: LWDD E-2E Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.211,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 934406,  Location: AT SR-809 / WCAMINOREA (Lat: 26.344108,  Lng: -80.129136),  Route carried "on" structure: County highway ,  Year Built: 1972,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 10,600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,391 (year 2042),  Design Load: HS 20,  Features Intersected: LWDD E-3 CANAL,  Facility Carried by Structure: W. CAMINO REAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.457,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 14.2m (46.6ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 77.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: July 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 934408,  Location: 0.6MI E OF US-1 (Lat: 26.339444,  Lng: -80.077139),  Route carried "on" structure: County highway ,  Year Built: 1939,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 7.94m (26.05ft),  Average Daily Traffic: 13,888 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,360 (year 2042),  Features Intersected: INTRACOASTAL WATERWAY,  Facility Carried by Structure: E. CAMINO REAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 25.3m (83.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Excellent,  Channel: Good,  Operating Rating: 52.6 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.40m (30.84ft),  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: March 2020,  Critical Feature Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $10,143,000,  Roadway Improvement Cost: $8,114,000,  Total Project Cost: $20,286,000,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous