Bridge Statistics for Boca Raton, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 114Number of bridges
- 1,545ft / 471mTotal length
- $20,286,000Total costs
- 4,942,324Total average daily traffic
- 384,419Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Boca Raton
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 41950-1959
- 131960-1969
- 361970-1979
- 201980-1989
- 121990-1999
- 122000-2009
- 162010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 51990-1999
- 32000-2009
- 62010-2019
- 32020-2022
- Bridge Condition - Deck
- 1.3%Excellent
- 16.3%Very good
- 67.5%Good
- 10.0%Satisfactory
- 5.0%Fair
- Bridge Condition - Superstructure
- 1.3%Excellent
- 26.3%Very good
- 55.0%Good
- 11.3%Satisfactory
- 6.3%Fair
- Bridge Condition - Substructure
- 2.5%Excellent
- 27.5%Very good
- 60.0%Good
- 10.0%Satisfactory
- Bridge Condition - Channel
- 3.1%Excellent
- 21.9%Very good
- 64.1%Good
- 10.9%Satisfactory
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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