Bridge Statistics for Sebastian, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 128ft / 39.0mTotal length
- 56,250Total average daily traffic
- 2,887Total average daily truck traffic
- 97,460Total future (year 2042) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Sebastian
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 31960-1969
- 51970-1979
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- 01990-1999
- 42000-2009
- Bridge Condition - Deck
- 61.5%Good
- 30.8%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 61.5%Good
- 30.8%Satisfactory
- 7.7%Fair
- Bridge Condition - Substructure
- 53.8%Good
- 23.1%Satisfactory
- 23.1%Fair
- Bridge Condition - Channel
- 76.9%Good
- 23.1%Satisfactory
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Structure Number: 880044, Location: 3.2MI W OF US-1 (Lat: 27.748717, Lng: -80.486733), Route carried "on" structure: County highway 510, Year Built: 1963, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 5,500 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 9,543 (year 2042), Design Load: H 10, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.413, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), 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: 37.1 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: 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, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 880044, Location: 3.2MI W OF US-1 (Lat: 27.748717, Lng: -80.486733), Route carried "on" structure: County highway 510, Year Built: 1963, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 5,500 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 9,543 (year 2042), Design Load: H 10, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.413, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), 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: 37.1 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: 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, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 880047, Location: 3MI W OF CR-615 (Lat: 27.749061, Lng: -80.510314), Route carried "on" structure: County highway 510, Year Built: 1951, Year Reconstructed: 1968, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,500 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 9,543 (year 2042), Design Load: HS 15, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.058, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 880047, Location: 3MI W OF CR-615 (Lat: 27.749061, Lng: -80.510314), Route carried "on" structure: County highway 510, Year Built: 1951, Year Reconstructed: 1968, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,500 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 9,543 (year 2042), Design Load: HS 15, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.058, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 880063, Location: 3.6 Miles West Of US-1 (Lat: 27.748764, Lng: -80.494914), Route carried "on" structure: County highway 510, Year Built: 1958, Status: Temporarily open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 5,500 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 9,543 (year 2042), Design Load: H 10, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.603, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: 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: Febuary 2021, Underwater Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 880063, Location: 3.6 Miles West Of US-1 (Lat: 27.748764, Lng: -80.494914), Route carried "on" structure: County highway 510, Year Built: 1958, Status: Temporarily open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 5,500 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 9,543 (year 2042), Design Load: H 10, Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.603, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: 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: Febuary 2021, Underwater Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 884019, Location: 1.7MI N OF CR-512 (Lat: 27.804917, Lng: -80.505528), Route carried "on" structure: County highway 505, Year Built: 1958, Year Reconstructed: 1993, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 7,400 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 12,839 (year 2042), Design Load: H 10, Features Intersected: SEBASTIAN RIVER PRONG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.802, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: Fair, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 884019, Location: 1.7MI N OF CR-512 (Lat: 27.804917, Lng: -80.505528), Route carried "on" structure: County highway 505, Year Built: 1958, Year Reconstructed: 1993, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 7,400 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 12,839 (year 2042), Design Load: H 10, Features Intersected: SEBASTIAN RIVER PRONG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.802, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: Fair, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 884027, Location: 1.1MI Wof CR-615(66th St) (Lat: 27.719472, Lng: -80.480819), Route carried "on" structure: County highway 508, Year Built: 1965, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 50%, Average Future Daily Traffic: 694 (year 2042), Design Load: H 10, Features Intersected: JOANN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.376, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, 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: Fair, Channel: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 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, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 884027, Location: 1.1MI Wof CR-615(66th St) (Lat: 27.719472, Lng: -80.480819), Route carried "on" structure: County highway 508, Year Built: 1965, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 50%, Average Future Daily Traffic: 694 (year 2042), Design Load: H 10, Features Intersected: JOANN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.376, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, 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: Fair, Channel: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 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, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 884028, Location: 1MI W OF CR-615 (Lat: 27.719489, Lng: -80.478314), Route carried "on" structure: County highway 508, Year Built: 1961, Year Reconstructed: 2007, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 694 (year 2042), Design Load: H 10, Features Intersected: RANGE LINE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.606, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, 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: Good, Channel: Good, Operating Rating: 36.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.9 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 884028, Location: 1MI W OF CR-615 (Lat: 27.719489, Lng: -80.478314), Route carried "on" structure: County highway 508, Year Built: 1961, Year Reconstructed: 2007, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 694 (year 2042), Design Load: H 10, Features Intersected: RANGE LINE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.606, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, 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: Good, Channel: Good, Operating Rating: 36.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.9 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 884078, Location: 2.8 MI East of I-95 (Lat: 27.769478, Lng: -80.505739), Route carried "on" structure: County highway 512, Year Built: 2007, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 8,400 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 14,574 (year 2042), Design Load: H 20, Features Intersected: St. Sebastian River, Facility Carried by Structure: Sebastian Blvd EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.404, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 884078, Location: 2.8 MI East of I-95 (Lat: 27.769478, Lng: -80.505739), Route carried "on" structure: County highway 512, Year Built: 2007, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 8,400 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 14,574 (year 2042), Design Load: H 20, Features Intersected: St. Sebastian River, Facility Carried by Structure: Sebastian Blvd EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.404, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 884079, Location: 2.8 Mi East of I-95 (Lat: 27.769639, Lng: -80.505861), Route carried "on" structure: County highway 512, Year Built: 2007, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 8,400 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 14,574 (year 2042), Design Load: H 20, Features Intersected: St. Sebastian River, Facility Carried by Structure: Sebastian Blvd WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.404, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 884079, Location: 2.8 Mi East of I-95 (Lat: 27.769639, Lng: -80.505861), Route carried "on" structure: County highway 512, Year Built: 2007, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 8,400 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 14,574 (year 2042), Design Load: H 20, Features Intersected: St. Sebastian River, Facility Carried by Structure: Sebastian Blvd WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.404, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 885601, Location: 1.8MI N OF CR 510 (Lat: 27.758539, Lng: -80.485106), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 3.18m (10.43ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2042), Design Load: H 20, Features Intersected: ELKCAM WATERWAY, Facility Carried by Structure: PERIWINKLE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: October 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 885601, Location: 1.8MI N OF CR 510 (Lat: 27.758539, Lng: -80.485106), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 3.18m (10.43ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2042), Design Load: H 20, Features Intersected: ELKCAM WATERWAY, Facility Carried by Structure: PERIWINKLE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: October 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 885602, Location: 150FT N OF JOYHAVEN DR (Lat: 27.764853, Lng: -80.476400), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 7,600 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 13,186 (year 2042), Design Load: H 20, Features Intersected: ELKCAM WATERWAY, Facility Carried by Structure: BARBER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.684, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 885602, Location: 150FT N OF JOYHAVEN DR (Lat: 27.764853, Lng: -80.476400), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 7,600 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 13,186 (year 2042), Design Load: H 20, Features Intersected: ELKCAM WATERWAY, Facility Carried by Structure: BARBER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.684, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 885603, Location: 0.9MI W OF SCHUMANN RD (Lat: 27.778147, Lng: -80.478372), Route carried "on" structure: City street , Year Built: 1972, Year Reconstructed: 2000, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 1,750 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,036 (year 2042), Design Load: HS 20, Features Intersected: COLLIER WATERWAY, Facility Carried by Structure: ENGLAR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.641, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: 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: November 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 885603, Location: 0.9MI W OF SCHUMANN RD (Lat: 27.778147, Lng: -80.478372), Route carried "on" structure: City street , Year Built: 1972, Year Reconstructed: 2000, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 1,750 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,036 (year 2042), Design Load: HS 20, Features Intersected: COLLIER WATERWAY, Facility Carried by Structure: ENGLAR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.641, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: 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: November 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 885604, Location: 0.3MI N of CR 512 (Lat: 27.797194, Lng: -80.486464), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 2000, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,050 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,556 (year 2042), Design Load: HS 20, Features Intersected: COLLIER CREEK, Facility Carried by Structure: FLEMING STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.594, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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, Inspection Date: November 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 885604, Location: 0.3MI N of CR 512 (Lat: 27.797194, Lng: -80.486464), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 2000, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,050 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,556 (year 2042), Design Load: HS 20, Features Intersected: COLLIER CREEK, Facility Carried by Structure: FLEMING STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.594, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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, Inspection Date: November 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 885605, Location: 1.1MI N of CR 512 (Lat: 27.799986, Lng: -80.493728), Route carried "on" structure: City street , Year Built: 1971, Year Reconstructed: 2000, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 3,100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,378 (year 2042), Design Load: H 20, Features Intersected: COLLIER CREEK, Facility Carried by Structure: BARBER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.868, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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: November 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 885605, Location: 1.1MI N of CR 512 (Lat: 27.799986, Lng: -80.493728), Route carried "on" structure: City street , Year Built: 1971, Year Reconstructed: 2000, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 3,100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,378 (year 2042), Design Load: H 20, Features Intersected: COLLIER CREEK, Facility Carried by Structure: BARBER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.868, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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: November 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous