Bridge Statistics for New Smyrna Beach, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 620ft / 189mTotal length
- $596,000Total costs
- 187,383Total average daily traffic
- 20,001Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for New Smyrna Beach
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11950-1959
- 61960-1969
- 21970-1979
- 61980-1989
- 91990-1999
- 12010-2019
- Bridge Condition - Deck
- 7.1%Very good
- 50.0%Good
- 21.4%Satisfactory
- 7.1%Fair
- 14.3%Poor
- Bridge Condition - Superstructure
- 57.1%Good
- 14.3%Satisfactory
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Substructure
- 64.3%Good
- 14.3%Satisfactory
- 14.3%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 13.3%Very good
- 60.0%Good
- 26.7%Satisfactory
Find on map >> Show street view
Structure Number: 790039, Location: 1.6 Mi E of SR-415 (Lat: 29.011656, Lng: -81.041578), Route carried "on" structure: State highway 44, Year Built: 1951, Year Reconstructed: 1999, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 15,400 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 26,719 (year 2042), Design Load: H 15, Features Intersected: Samsula Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.106, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 40.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: June 2021
Structure Number: 790039, Location: 1.6 Mi E of SR-415 (Lat: 29.011656, Lng: -81.041578), Route carried "on" structure: State highway 44, Year Built: 1951, Year Reconstructed: 1999, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 15,400 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 26,719 (year 2042), Design Load: H 15, Features Intersected: Samsula Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.106, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 40.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: June 2021
Find on map >> Show street view
Structure Number: 790066, Location: 2.7Mi. N of SR-44 (Lat: 29.047581, Lng: -81.007042), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,990 (year 2042), Design Load: HS 20, Features Intersected: I-95, Facility Carried by Structure: CR-4118
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.305, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 790066, Location: 2.7Mi. N of SR-44 (Lat: 29.047581, Lng: -81.007042), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,990 (year 2042), Design Load: HS 20, Features Intersected: I-95, Facility Carried by Structure: CR-4118
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.305, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 790128, Location: SR-44 over US-1 (Lat: 29.020972, Lng: -80.925086), Route carried "on" structure: State highway 44, Year Built: 1980, Status: Open, Structure Length: 21.91m (71.88ft), Average Daily Traffic: 19,700 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 34,180 (year 2042), Design Load: HS 20, Features Intersected: US-1 & FECRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.597, Lanes on structure: 4, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $46,000, Total Project Cost: $139,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 790128, Location: SR-44 over US-1 (Lat: 29.020972, Lng: -80.925086), Route carried "on" structure: State highway 44, Year Built: 1980, Status: Open, Structure Length: 21.91m (71.88ft), Average Daily Traffic: 19,700 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 34,180 (year 2042), Design Load: HS 20, Features Intersected: US-1 & FECRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.597, Lanes on structure: 4, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $46,000, Total Project Cost: $139,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 790149, Location: SR-44 - Berrys Canal (Lat: 29.028189, Lng: -80.921792), Route carried "on" structure: State highway 44, Year Built: 1994, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 9,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,176 (year 2042), Design Load: HS 20, Features Intersected: Berrys Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.014, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.52m (18.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $17,000, Total Project Cost: $159,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 790149, Location: SR-44 - Berrys Canal (Lat: 29.028189, Lng: -80.921792), Route carried "on" structure: State highway 44, Year Built: 1994, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 9,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,176 (year 2042), Design Load: HS 20, Features Intersected: Berrys Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.014, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.52m (18.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $17,000, Total Project Cost: $159,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 79015, Location: SR-44 - Conners Canal (Lat: 29.032603, Lng: -80.916583), Route carried "on" structure: State highway 44, Year Built: 1994, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 9,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,176 (year 2042), Design Load: HS 20, Features Intersected: Conners Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $11,000, Total Project Cost: $159,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 79015, Location: SR-44 - Conners Canal (Lat: 29.032603, Lng: -80.916583), Route carried "on" structure: State highway 44, Year Built: 1994, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 9,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,176 (year 2042), Design Load: HS 20, Features Intersected: Conners Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $11,000, Total Project Cost: $159,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 790152, Location: SR-44 - Indian River (Lat: 29.023789, Lng: -80.917589), Route carried "on" structure: State highway 44, Year Built: 1990, Status: Open, Structure Length: 74.59m (244.72ft), Average Daily Traffic: 26,500 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 45,978 (year 2042), Design Load: HS 20, Features Intersected: IWW Indian River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.128, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $58,000, Total Project Cost: $139,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Bituminous
Structure Number: 790152, Location: SR-44 - Indian River (Lat: 29.023789, Lng: -80.917589), Route carried "on" structure: State highway 44, Year Built: 1990, Status: Open, Structure Length: 74.59m (244.72ft), Average Daily Traffic: 26,500 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 45,978 (year 2042), Design Load: HS 20, Features Intersected: IWW Indian River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.128, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $58,000, Total Project Cost: $139,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Bituminous
Find on map >> Show street view
Structure Number: 790172, Location: SR-44 - Indian River (Lat: 29.038689, Lng: -80.906289), Route carried "on" structure: State highway 44, Year Built: 1997, Status: Open, Structure Length: 39.73m (130.35ft), Average Daily Traffic: 9,900 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 17,176 (year 2042), Design Load: HS 20, Features Intersected: IWW Indian River
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.169, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 7.0m (23.0ft), Horizontal Clearance: 27.0m (88.6ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: September 2021, Other Special Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 790172, Location: SR-44 - Indian River (Lat: 29.038689, Lng: -80.906289), Route carried "on" structure: State highway 44, Year Built: 1997, Status: Open, Structure Length: 39.73m (130.35ft), Average Daily Traffic: 9,900 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 17,176 (year 2042), Design Load: HS 20, Features Intersected: IWW Indian River
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.169, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 7.0m (23.0ft), Horizontal Clearance: 27.0m (88.6ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: September 2021, Other Special Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 794061, Location: 0.9 Mi. N. of Pioneer Trl (Lat: 29.038608, Lng: -80.963558), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,051 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,272 (year 2042), Design Load: H 20, Features Intersected: Cnl.Trib. to Turnbull Ck, Facility Carried by Structure: Williams Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 794061, Location: 0.9 Mi. N. of Pioneer Trl (Lat: 29.038608, Lng: -80.963558), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,051 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,272 (year 2042), Design Load: H 20, Features Intersected: Cnl.Trib. to Turnbull Ck, Facility Carried by Structure: Williams Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 794063, Location: 0.25 W of Turnbull Bay Rd (Lat: 29.046825, Lng: -80.965906), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,052 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,826 (year 2042), Design Load: HS 20, Features Intersected: Trib To Turnbull Creek, Facility Carried by Structure: Williams Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 56.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 794063, Location: 0.25 W of Turnbull Bay Rd (Lat: 29.046825, Lng: -80.965906), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,052 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,826 (year 2042), Design Load: HS 20, Features Intersected: Trib To Turnbull Creek, Facility Carried by Structure: Williams Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 56.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 79408, Location: 0.1 Mi. E. of Linda Road (Lat: 29.016858, Lng: -80.953633), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 716 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 866 (year 2042), Design Load: HS 20, Features Intersected: Turnbull Creek, Facility Carried by Structure: Jungle Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: April 2020
Structure Number: 79408, Location: 0.1 Mi. E. of Linda Road (Lat: 29.016858, Lng: -80.953633), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 716 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 866 (year 2042), Design Load: HS 20, Features Intersected: Turnbull Creek, Facility Carried by Structure: Jungle Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: April 2020
Find on map >> Show street view
Structure Number: 794117, Location: 0.15 mi East of Bay Drive (Lat: 29.026269, Lng: -80.957814), Route carried "on" structure: County highway 4118, Year Built: 1984, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,026 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,205 (year 2042), Design Load: HS 20, Features Intersected: Turnbull Creek, Facility Carried by Structure: Pioneer Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.318, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 794117, Location: 0.15 mi East of Bay Drive (Lat: 29.026269, Lng: -80.957814), Route carried "on" structure: County highway 4118, Year Built: 1984, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,026 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,205 (year 2042), Design Load: HS 20, Features Intersected: Turnbull Creek, Facility Carried by Structure: Pioneer Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.318, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 794185, Location: 1.3 Mi. South of SR-44 (Lat: 28.991608, Lng: -81.040933), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 91 (year 2042), Design Load: HS 20, Features Intersected: Samsula Canal, Facility Carried by Structure: Hunting Camp Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 794185, Location: 1.3 Mi. South of SR-44 (Lat: 28.991608, Lng: -81.040933), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 91 (year 2042), Design Load: HS 20, Features Intersected: Samsula Canal, Facility Carried by Structure: Hunting Camp Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 794195, Location: 1.9 Miles West of US-1 (Lat: 29.051214, Lng: -80.959864), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 20.12m (66.01ft), Average Daily Traffic: 3,800 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 6,590 (year 2042), Design Load: HL 93, Features Intersected: Turnbull Creek, Facility Carried by Structure: Turnbull Bay Road
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 5.102, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.5 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 794195, Location: 1.9 Miles West of US-1 (Lat: 29.051214, Lng: -80.959864), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 20.12m (66.01ft), Average Daily Traffic: 3,800 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 6,590 (year 2042), Design Load: HL 93, Features Intersected: Turnbull Creek, Facility Carried by Structure: Turnbull Bay Road
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 5.102, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.5 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 7957, Location: 0.13mi NW from N Causeway (Lat: 29.035153, Lng: -80.916456), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 2,165 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,757 (year 2042), Features Intersected: Brando Canal, Facility Carried by Structure: Barracuda Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.208, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 11.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Underwater Inspection Date: May 2021, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7957, Location: 0.13mi NW from N Causeway (Lat: 29.035153, Lng: -80.916456), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 2,165 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,757 (year 2042), Features Intersected: Brando Canal, Facility Carried by Structure: Barracuda Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.208, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 11.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Underwater Inspection Date: May 2021, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 795701, Location: 0.1mi E of Riverside Dr (Lat: 29.013222, Lng: -80.915181), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 501 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 601 (year 2042), Design Load: H 15, Features Intersected: Yacht Club Cut, Facility Carried by Structure: Fifth Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.053, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Underwater Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 795701, Location: 0.1mi E of Riverside Dr (Lat: 29.013222, Lng: -80.915181), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 501 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 601 (year 2042), Design Load: H 15, Features Intersected: Yacht Club Cut, Facility Carried by Structure: Fifth Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.053, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Underwater Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 795713, Location: 200ft. S of 10th Street (Lat: 29.005364, Lng: -80.911592), Route carried "on" structure: City street , Year Built: 1962, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 2,700 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,684 (year 2042), Design Load: HS 20, Features Intersected: Gabordy's Canal, Facility Carried by Structure: Riverside Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.555, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 795713, Location: 200ft. S of 10th Street (Lat: 29.005364, Lng: -80.911592), Route carried "on" structure: City street , Year Built: 1962, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 2,700 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,684 (year 2042), Design Load: HS 20, Features Intersected: Gabordy's Canal, Facility Carried by Structure: Riverside Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.555, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 795729, Location: 200 Ft. S. of 10th Street (Lat: 29.004806, Lng: -80.913889), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 5,458 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 6,604 (year 2034), Features Intersected: Gabordy's Canal, Facility Carried by Structure: Magnolia St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 795729, Location: 200 Ft. S. of 10th Street (Lat: 29.004806, Lng: -80.913889), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 5,458 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 6,604 (year 2034), Features Intersected: Gabordy's Canal, Facility Carried by Structure: Magnolia St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Find on map >> Show street view
Structure Number: 790066, Location: 2.7Mi. N of SR-44 (Lat: 29.047581, Lng: -81.007042), Route carried "under" structure: Interstate 95, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 43,036 (year 2020), Truck Traffic: 18%, Features Intersected: I-95, Facility Carried by Structure: CR-4118
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 30.569, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 790066, Location: 2.7Mi. N of SR-44 (Lat: 29.047581, Lng: -81.007042), Route carried "under" structure: Interstate 95, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 43,036 (year 2020), Truck Traffic: 18%, Features Intersected: I-95, Facility Carried by Structure: CR-4118
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 30.569, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Find on map >> Show street view
Structure Number: 790128, Location: SR-44 over US-1 (Lat: 29.020972, Lng: -80.925086), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2005), Truck Traffic: 1%, Features Intersected: US-1 & FECRR, Facility Carried by Structure: SR-44
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 790128, Location: SR-44 over US-1 (Lat: 29.020972, Lng: -80.925086), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2005), Truck Traffic: 1%, Features Intersected: US-1 & FECRR, Facility Carried by Structure: SR-44
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Find on map >> Show street view
Structure Number: 790128, Location: SR-44 over US-1 (Lat: 29.020972, Lng: -80.925086), Route carried "under" structure: US 5, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 16%, Features Intersected: US-1 & FECRR, Facility Carried by Structure: SR-44
Minimum Vertical Clearance: 7.47m (24.51ft), Kilometerpoint: 28.931, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 790128, Location: SR-44 over US-1 (Lat: 29.020972, Lng: -80.925086), Route carried "under" structure: US 5, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 16%, Features Intersected: US-1 & FECRR, Facility Carried by Structure: SR-44
Minimum Vertical Clearance: 7.47m (24.51ft), Kilometerpoint: 28.931, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Find on map >> Show street view
Structure Number: 790128, Location: SR-44 over US-1 (Lat: 29.020972, Lng: -80.925086), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2005), Truck Traffic: 1%, Features Intersected: US-1 & FECRR, Facility Carried by Structure: SR-44
Minimum Vertical Clearance: 3.63m (11.91ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 790128, Location: SR-44 over US-1 (Lat: 29.020972, Lng: -80.925086), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2005), Truck Traffic: 1%, Features Intersected: US-1 & FECRR, Facility Carried by Structure: SR-44
Minimum Vertical Clearance: 3.63m (11.91ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Find on map >> Show street view
Structure Number: 790152, Location: SR-44 - Indian River (Lat: 29.023789, Lng: -80.917589), Route carried "under" structure: City street , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 500 (year 2009), Truck Traffic: 1%, Features Intersected: IWW Indian River, Facility Carried by Structure: SR-44
Minimum Vertical Clearance: 4.21m (13.81ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 790152, Location: SR-44 - Indian River (Lat: 29.023789, Lng: -80.917589), Route carried "under" structure: City street , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 500 (year 2009), Truck Traffic: 1%, Features Intersected: IWW Indian River, Facility Carried by Structure: SR-44
Minimum Vertical Clearance: 4.21m (13.81ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Find on map >> Show street view
Structure Number: 790152, Location: SR-44 - Indian River (Lat: 29.023789, Lng: -80.917589), Route carried "under" structure: City street , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 500 (year 2009), Truck Traffic: 1%, Features Intersected: IWW Indian River, Facility Carried by Structure: SR-44
Minimum Vertical Clearance: 4.21m (13.81ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 790152, Location: SR-44 - Indian River (Lat: 29.023789, Lng: -80.917589), Route carried "under" structure: City street , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 500 (year 2009), Truck Traffic: 1%, Features Intersected: IWW Indian River, Facility Carried by Structure: SR-44
Minimum Vertical Clearance: 4.21m (13.81ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Find on map >> Show street view
Structure Number: 790152, Location: SR-44 - Indian River (Lat: 29.023789, Lng: -80.917589), Route carried "under" structure: City street , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 2,700 (year 2020), Truck Traffic: 6%, Features Intersected: IWW Indian River, Facility Carried by Structure: SR-44
Minimum Vertical Clearance: 10.64m (34.91ft), Kilometerpoint: 3.692, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 790152, Location: SR-44 - Indian River (Lat: 29.023789, Lng: -80.917589), Route carried "under" structure: City street , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 2,700 (year 2020), Truck Traffic: 6%, Features Intersected: IWW Indian River, Facility Carried by Structure: SR-44
Minimum Vertical Clearance: 10.64m (34.91ft), Kilometerpoint: 3.692, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Find on map >> Show street view
Structure Number: 790152, Location: SR-44 - Indian River (Lat: 29.023789, Lng: -80.917589), Route carried "under" structure: City street , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2009), Truck Traffic: 1%, Features Intersected: IWW Indian River, Facility Carried by Structure: SR-44
Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 790152, Location: SR-44 - Indian River (Lat: 29.023789, Lng: -80.917589), Route carried "under" structure: City street , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2009), Truck Traffic: 1%, Features Intersected: IWW Indian River, Facility Carried by Structure: SR-44
Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Find on map >> Show street view
Structure Number: 790172, Location: SR-44 - Indian River (Lat: 29.038689, Lng: -80.906289), Route carried "under" structure: ServiceCity street , Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 3 (year 2021), Features Intersected: IWW Indian River, Facility Carried by Structure: SR-44
Minimum Vertical Clearance: 2.13m (6.99ft), Kilometerpoint: 1.770, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Movable - Bascule, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 790172, Location: SR-44 - Indian River (Lat: 29.038689, Lng: -80.906289), Route carried "under" structure: ServiceCity street , Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 3 (year 2021), Features Intersected: IWW Indian River, Facility Carried by Structure: SR-44
Minimum Vertical Clearance: 2.13m (6.99ft), Kilometerpoint: 1.770, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Movable - Bascule, Length of Maximum Span: 38.4m (126.0ft)