Bridge Statistics for West Vero Corridor, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 171ft / 52.2mTotal length
- 197,446Total average daily traffic
- 33,242Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for West Vero Corridor
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 41960-1969
- 21970-1979
- 22000-2009
- 102010-2019
- Bridge Condition - Deck
- 50.0%Very good
- 14.3%Good
- 21.4%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 42.9%Very good
- 21.4%Good
- 21.4%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 42.9%Very good
- 21.4%Good
- 21.4%Satisfactory
- 7.1%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 41.7%Very good
- 41.7%Good
- 16.7%Satisfactory
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Structure Number: 880071, Location: Oslo Rd. over I-95 (Lat: 27.587978, Lng: -80.500208), Route carried "on" structure: County highway 606, Year Built: 1975, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,675 (year 2042), Design Load: HS 20, Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.393, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.7m (110.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.3 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 880071, Location: Oslo Rd. over I-95 (Lat: 27.587978, Lng: -80.500208), Route carried "on" structure: County highway 606, Year Built: 1975, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,675 (year 2042), Design Load: HS 20, Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.393, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.7m (110.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.3 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8801, Location: 2.0 mi S of SR-60 (Lat: 27.609833, Lng: -80.511583), Route carried "on" structure: Interstate 95, Year Built: 2014, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 38,500 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 66,798 (year 2042), Design Load: HL 93, Features Intersected: 4th St. and Canal D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.453, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.7m (110.6ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 36.9m (121.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8801, Location: 2.0 mi S of SR-60 (Lat: 27.609833, Lng: -80.511583), Route carried "on" structure: Interstate 95, Year Built: 2014, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 38,500 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 66,798 (year 2042), Design Load: HL 93, Features Intersected: 4th St. and Canal D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.453, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.7m (110.6ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 36.9m (121.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 880101, Location: 2.0 mi S of SR-60 (Lat: 27.611578, Lng: -80.512506), Route carried "on" structure: Interstate 95, Year Built: 2014, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 38,500 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 66,798 (year 2042), Design Load: HL 93, Features Intersected: 90th Ave.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.701, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 36 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.5m (139.4ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 36.9m (121.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 880101, Location: 2.0 mi S of SR-60 (Lat: 27.611578, Lng: -80.512506), Route carried "on" structure: Interstate 95, Year Built: 2014, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 38,500 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 66,798 (year 2042), Design Load: HL 93, Features Intersected: 90th Ave.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.701, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 36 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.5m (139.4ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 36.9m (121.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 880102, Location: I-95 over SR-60 (Lat: 27.639394, Lng: -80.517883), Route carried "on" structure: Interstate 95, Year Built: 2014, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 38,500 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 66,798 (year 2042), Design Load: HL 93, Features Intersected: SR 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.851, Lanes on structure: 7, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.1m (128.3ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 39.1m (128.3ft), Out-to-Out Width: 40.5m (132.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 880102, Location: I-95 over SR-60 (Lat: 27.639394, Lng: -80.517883), Route carried "on" structure: Interstate 95, Year Built: 2014, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 38,500 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 66,798 (year 2042), Design Load: HL 93, Features Intersected: SR 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.851, Lanes on structure: 7, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.1m (128.3ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 39.1m (128.3ft), Out-to-Out Width: 40.5m (132.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 884015, Location: 2.4MI S OF SR-60@90TH AVE (Lat: 27.602625, Lng: -80.512731), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 10 (year 2022), Average Future Daily Traffic: 12 (year 2042), Design Load: H 10, Features Intersected: IRRIGATION DITCH #4, Facility Carried by Structure: CARTER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: 884015, Location: 2.4MI S OF SR-60@90TH AVE (Lat: 27.602625, Lng: -80.512731), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 10 (year 2022), Average Future Daily Traffic: 12 (year 2042), Design Load: H 10, Features Intersected: IRRIGATION DITCH #4, Facility Carried by Structure: CARTER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: 884016, Location: AT 4TH STREET (Lat: 27.609903, Lng: -80.512500), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 260 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 325 (year 2042), Design Load: H 10, Features Intersected: LATERAL CANAL D, Facility Carried by Structure: 90TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.3m (17.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: 884016, Location: AT 4TH STREET (Lat: 27.609903, Lng: -80.512500), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 260 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 325 (year 2042), Design Load: H 10, Features Intersected: LATERAL CANAL D, Facility Carried by Structure: 90TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.3m (17.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: 884022, Location: AT 74TH AVE. (Lat: 27.609458, Lng: -80.479761), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 280 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 350 (year 2042), Design Load: H 10, Features Intersected: LATERAL CANAL C, Facility Carried by Structure: 4TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.3m (17.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 37.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: 884022, Location: AT 74TH AVE. (Lat: 27.609458, Lng: -80.479761), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 280 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 350 (year 2042), Design Load: H 10, Features Intersected: LATERAL CANAL C, Facility Carried by Structure: 4TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.3m (17.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 37.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: 884023, Location: AT 4TH STREET (Lat: 27.609633, Lng: -80.480019), Route carried "on" structure: County highway , Year Built: 1963, Year Reconstructed: 1997, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 280 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 350 (year 2042), Design Load: H 10, Features Intersected: LATERAL CANAL D, Facility Carried by Structure: 74TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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: 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: January 2022, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: 884023, Location: AT 4TH STREET (Lat: 27.609633, Lng: -80.480019), Route carried "on" structure: County highway , Year Built: 1963, Year Reconstructed: 1997, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 280 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 350 (year 2042), Design Load: H 10, Features Intersected: LATERAL CANAL D, Facility Carried by Structure: 74TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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: 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: January 2022, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: 884024, Location: AT 74TH AVE. (Lat: 27.616997, Lng: -80.479653), Route carried "on" structure: County highway 612, Year Built: 1963, Status: Posted for load-capacity, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,600 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 4,320 (year 2042), Features Intersected: LATERAL C CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.605, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 27.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: 884024, Location: AT 74TH AVE. (Lat: 27.616997, Lng: -80.479653), Route carried "on" structure: County highway 612, Year Built: 1963, Status: Posted for load-capacity, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,600 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 4,320 (year 2042), Features Intersected: LATERAL C CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.605, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 27.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: 88407, Location: At 74th Ave (Lat: 27.646333, Lng: -80.479175), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,600 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 9,716 (year 2042), Design Load: HL 93, Features Intersected: Range Line Canal, Facility Carried by Structure: 26th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.619, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 75.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 88407, Location: At 74th Ave (Lat: 27.646333, Lng: -80.479175), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,600 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 9,716 (year 2042), Design Load: HL 93, Features Intersected: Range Line Canal, Facility Carried by Structure: 26th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.619, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 75.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 884081, Location: At 74th Avenue (Lat: 27.631667, Lng: -80.479167), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2042), Design Load: HL 93, Features Intersected: Range Line Canal, Facility Carried by Structure: 16th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.021, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 884081, Location: At 74th Avenue (Lat: 27.631667, Lng: -80.479167), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2042), Design Load: HL 93, Features Intersected: Range Line Canal, Facility Carried by Structure: 16th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.021, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 884098, Location: 1.9 Mi South of SR-60 (Lat: 27.609850, Lng: -80.496153), Route carried "on" structure: County highway 609, Year Built: 2012, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,031 (year 2042), Design Load: HL 93, Features Intersected: Lateral D Canal
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 2.417, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.4 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: 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: June 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 884098, Location: 1.9 Mi South of SR-60 (Lat: 27.609850, Lng: -80.496153), Route carried "on" structure: County highway 609, Year Built: 2012, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,031 (year 2042), Design Load: HL 93, Features Intersected: Lateral D Canal
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 2.417, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.4 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: 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: June 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 884099, Location: 0.7Mi South of SR-60 (Lat: 27.628556, Lng: -80.463278), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 4,100 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 7,118 (year 2042), Design Load: HL 93, Features Intersected: Main Relief Canal, Facility Carried by Structure: 66th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.5m (34.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 884099, Location: 0.7Mi South of SR-60 (Lat: 27.628556, Lng: -80.463278), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 4,100 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 7,118 (year 2042), Design Load: HL 93, Features Intersected: Main Relief Canal, Facility Carried by Structure: 66th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.5m (34.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8841, Location: 80ft. East of 66th Ave. (Lat: 27.653556, Lng: -80.462917), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 200 (year 2042), Design Load: HL 93, Features Intersected: Lateral A Canal, Facility Carried by Structure: 33rd Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8841, Location: 80ft. East of 66th Ave. (Lat: 27.653556, Lng: -80.462917), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 200 (year 2042), Design Load: HL 93, Features Intersected: Lateral A Canal, Facility Carried by Structure: 33rd Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 884101, Location: At CR-615 (66th Avenue) (Lat: 27.660806, Lng: -80.462778), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 55 (year 2021), Average Future Daily Traffic: 87 (year 2042), Design Load: HL 93, Features Intersected: Lateral "A" Canal, Facility Carried by Structure: 37th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 884101, Location: At CR-615 (66th Avenue) (Lat: 27.660806, Lng: -80.462778), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 55 (year 2021), Average Future Daily Traffic: 87 (year 2042), Design Load: HL 93, Features Intersected: Lateral "A" Canal, Facility Carried by Structure: 37th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 880071, Location: Oslo Rd. over I-95 (Lat: 27.587978, Lng: -80.500208), Route carried "under" structure: Interstate 95, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 38,500 (year 2020), Truck Traffic: 17%, Features Intersected: I-95, Facility Carried by Structure: CR-606 Oslo Rd.
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 3.798, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft)
Structure Number: 880071, Location: Oslo Rd. over I-95 (Lat: 27.587978, Lng: -80.500208), Route carried "under" structure: Interstate 95, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 38,500 (year 2020), Truck Traffic: 17%, Features Intersected: I-95, Facility Carried by Structure: CR-606 Oslo Rd.
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 3.798, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft)
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Structure Number: 8801, Location: 2.0 mi S of SR-60 (Lat: 27.609833, Lng: -80.511583), Route carried "under" structure: County highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 10 (year 2017), Truck Traffic: 5%, Features Intersected: 4th St. and Canal D, Facility Carried by Structure: SR 9 (I-95)
Minimum Vertical Clearance: 5.91m (19.39ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft)
Structure Number: 8801, Location: 2.0 mi S of SR-60 (Lat: 27.609833, Lng: -80.511583), Route carried "under" structure: County highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 10 (year 2017), Truck Traffic: 5%, Features Intersected: 4th St. and Canal D, Facility Carried by Structure: SR 9 (I-95)
Minimum Vertical Clearance: 5.91m (19.39ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft)
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Structure Number: 880101, Location: 2.0 mi S of SR-60 (Lat: 27.611578, Lng: -80.512506), Route carried "under" structure: County highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 3,500 (year 2020), Truck Traffic: 5%, Features Intersected: 90th Ave., Facility Carried by Structure: SR 9 (I-95)
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.5m (139.4ft)
Structure Number: 880101, Location: 2.0 mi S of SR-60 (Lat: 27.611578, Lng: -80.512506), Route carried "under" structure: County highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 3,500 (year 2020), Truck Traffic: 5%, Features Intersected: 90th Ave., Facility Carried by Structure: SR 9 (I-95)
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.5m (139.4ft)
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Structure Number: 880102, Location: I-95 over SR-60 (Lat: 27.639394, Lng: -80.517883), Route carried "under" structure: State highway 60, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 17,600 (year 2020), Truck Traffic: 19%, Features Intersected: SR 60, Facility Carried by Structure: SR 9 (I-95)
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 36.640, Lanes on structure: 7, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 880102, Location: I-95 over SR-60 (Lat: 27.639394, Lng: -80.517883), Route carried "under" structure: State highway 60, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 17,600 (year 2020), Truck Traffic: 19%, Features Intersected: SR 60, Facility Carried by Structure: SR 9 (I-95)
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 36.640, Lanes on structure: 7, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)