Bridge Statistics for Stuart, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 1,375ft / 419mTotal length
- 248,245Total average daily traffic
- 13,420Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Stuart
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 21960-1969
- 11970-1979
- 11980-1989
- 61990-1999
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 21980-1989
- Bridge Condition - Deck
- 66.7%Good
- 11.1%Satisfactory
- 22.2%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 33.3%Good
- 22.2%Satisfactory
- 33.3%Fair
- Bridge Condition - Substructure
- 88.9%Good
- 11.1%Satisfactory
- Bridge Condition - Channel
- 18.2%Very good
- 72.7%Good
- 9.1%Satisfactory
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 890002, Location: Just S. of Roosevelt BR (Lat: 27.197083, Lng: -80.256983), Route carried "on" structure: US 1, Year Built: 1964, Year Reconstructed: 1983, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 40,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 70,268 (year 2042), Design Load: HS 20, Features Intersected: Frazier Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.207, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 10.1m (33.1ft)), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 890002, Location: Just S. of Roosevelt BR (Lat: 27.197083, Lng: -80.256983), Route carried "on" structure: US 1, Year Built: 1964, Year Reconstructed: 1983, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 40,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 70,268 (year 2042), Design Load: HS 20, Features Intersected: Frazier Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.207, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 10.1m (33.1ft)), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 890003, Location: 1/4Mi W of New Roosevelt (Lat: 27.203453, Lng: -80.261292), Route carried "on" structure: State highway 707, Year Built: 1964, Status: Open, Structure Length: 37.47m (122.93ft), Average Daily Traffic: 9,600 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 16,656 (year 2042), Design Load: HS 20, Features Intersected: St. Lucie River
Minimum Vertical Clearance: 5.91m (19.39ft), Kilometerpoint: 33.384, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Navigation Control: Yes ( Vertical Clearance: 4.2m (13.8ft), Horizontal Clearance: 24.4m (80.1ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 32, Length of Maximum Span: 28.8m (94.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: July 2020, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 890003, Location: 1/4Mi W of New Roosevelt (Lat: 27.203453, Lng: -80.261292), Route carried "on" structure: State highway 707, Year Built: 1964, Status: Open, Structure Length: 37.47m (122.93ft), Average Daily Traffic: 9,600 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 16,656 (year 2042), Design Load: HS 20, Features Intersected: St. Lucie River
Minimum Vertical Clearance: 5.91m (19.39ft), Kilometerpoint: 33.384, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Navigation Control: Yes ( Vertical Clearance: 4.2m (13.8ft), Horizontal Clearance: 24.4m (80.1ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 32, Length of Maximum Span: 28.8m (94.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: July 2020, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 890004, Location: N of Roosevelt Bridge (Lat: 27.219528, Lng: -80.262750), Route carried "on" structure: US 1, Year Built: 1952, Year Reconstructed: 1987, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 25,250 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 43,809 (year 2040), Design Load: H 15, Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.071, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: December 2020
Structure Number: 890004, Location: N of Roosevelt Bridge (Lat: 27.219528, Lng: -80.262750), Route carried "on" structure: US 1, Year Built: 1952, Year Reconstructed: 1987, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 25,250 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 43,809 (year 2040), Design Load: H 15, Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.071, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: December 2020
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Structure Number: 890039, Location: 1/2MI S of US-1 (Lat: 27.189411, Lng: -80.257017), Route carried "on" structure: County highway 714, Year Built: 1970, Status: Open, Structure Length: 3.39m (11.12ft), Average Daily Traffic: 7,630 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 13,238 (year 2042), Design Load: HS 20, Features Intersected: POPPELTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.508, Lanes on structure: 2, Owner: County 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: 11.3m (37.1ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 890039, Location: 1/2MI S of US-1 (Lat: 27.189411, Lng: -80.257017), Route carried "on" structure: County highway 714, Year Built: 1970, Status: Open, Structure Length: 3.39m (11.12ft), Average Daily Traffic: 7,630 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 13,238 (year 2042), Design Load: HS 20, Features Intersected: POPPELTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.508, Lanes on structure: 2, Owner: County 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: 11.3m (37.1ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: 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: 890048, Location: By Indian Grove Dr. (Lat: 27.188100, Lng: -80.253083), Route carried "on" structure: State highway 76, Year Built: 1956, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 34,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 59,858 (year 2040), Design Load: HS 20+Mod, Features Intersected: POPPOLTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.366, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: November 2020
Structure Number: 890048, Location: By Indian Grove Dr. (Lat: 27.188100, Lng: -80.253083), Route carried "on" structure: State highway 76, Year Built: 1956, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 34,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 59,858 (year 2040), Design Load: HS 20+Mod, Features Intersected: POPPOLTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.366, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: November 2020
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Structure Number: 890087, Location: N of Roosevelt Bridge (Lat: 27.219583, Lng: -80.262333), Route carried "on" structure: US 1, Year Built: 1958, Year Reconstructed: 1987, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 25,250 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 43,809 (year 2040), Design Load: H 15, Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.071, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: December 2020
Structure Number: 890087, Location: N of Roosevelt Bridge (Lat: 27.219583, Lng: -80.262333), Route carried "on" structure: US 1, Year Built: 1958, Year Reconstructed: 1987, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 25,250 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 43,809 (year 2040), Design Load: H 15, Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.071, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: December 2020
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Structure Number: 89012, Location: 2MI E of SR-76 (Lat: 27.197500, Lng: -80.232417), Route carried "on" structure: County highway A1A, Year Built: 1985, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 12,020 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 20,855 (year 2042), Design Load: HS 20, Features Intersected: KRUEGER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.023, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 89012, Location: 2MI E of SR-76 (Lat: 27.197500, Lng: -80.232417), Route carried "on" structure: County highway A1A, Year Built: 1985, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 12,020 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 20,855 (year 2042), Design Load: HS 20, Features Intersected: KRUEGER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.023, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 890151, Location: 1 Mi South of SR-707 (Lat: 27.205000, Lng: -80.258767), Route carried "on" structure: US 1, Year Built: 1997, Status: Open, Structure Length: 136.76m (448.69ft), Average Daily Traffic: 25,742 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 44,662 (year 2042), Design Load: HS 20+Mod, Features Intersected: St. Lucie River/SR-707
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.214, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 21, Length of Maximum Span: 79.2m (259.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 890151, Location: 1 Mi South of SR-707 (Lat: 27.205000, Lng: -80.258767), Route carried "on" structure: US 1, Year Built: 1997, Status: Open, Structure Length: 136.76m (448.69ft), Average Daily Traffic: 25,742 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 44,662 (year 2042), Design Load: HS 20+Mod, Features Intersected: St. Lucie River/SR-707
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.214, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 21, Length of Maximum Span: 79.2m (259.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 890152, Location: 1 Mi South of SR-707 (Lat: 27.200881, Lng: -80.257297), Route carried "on" structure: US 1, Year Built: 1997, Status: Open, Structure Length: 139.14m (456.50ft), Average Daily Traffic: 25,742 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 44,662 (year 2042), Design Load: HS 20+Mod, Features Intersected: St. Lucie River/SR-707
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.190, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 20, Length of Maximum Span: 79.2m (259.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 24.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 890152, Location: 1 Mi South of SR-707 (Lat: 27.200881, Lng: -80.257297), Route carried "on" structure: US 1, Year Built: 1997, Status: Open, Structure Length: 139.14m (456.50ft), Average Daily Traffic: 25,742 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 44,662 (year 2042), Design Load: HS 20+Mod, Features Intersected: St. Lucie River/SR-707
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.190, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 20, Length of Maximum Span: 79.2m (259.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 24.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 89404, Location: 0.7MI E of DIXIE HWY A1A (Lat: 27.172528, Lng: -80.210028), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 6,761 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 11,730 (year 2042), Design Load: HS 20, Features Intersected: WILLOUGHBY CREEK, Facility Carried by Structure: INDIAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.697, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.1 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, 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 Cast-file-Place
Structure Number: 89404, Location: 0.7MI E of DIXIE HWY A1A (Lat: 27.172528, Lng: -80.210028), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 6,761 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 11,730 (year 2042), Design Load: HS 20, Features Intersected: WILLOUGHBY CREEK, Facility Carried by Structure: INDIAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.697, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.1 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, 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 Cast-file-Place
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Structure Number: 89405, Location: 0.5Mi W of SR-76 (Lat: 27.102622, Lng: -80.273653), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,800 (year 2042), Design Load: HS 20+Mod, Features Intersected: ROEBUCK CREEK, Facility Carried by Structure: LOCKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 89405, Location: 0.5Mi W of SR-76 (Lat: 27.102622, Lng: -80.273653), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,800 (year 2042), Design Load: HS 20+Mod, Features Intersected: ROEBUCK CREEK, Facility Carried by Structure: LOCKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 894062, Location: 0.1 MI West of SR-76 (Lat: 27.159361, Lng: -80.253861), Route carried "on" structure: County highway 714, Year Built: 2013, Status: Open, Structure Length: 93.54m (306.89ft), Average Daily Traffic: 18,700 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 32,445 (year 2042), Design Load: HL 93, Features Intersected: Okeechobee Waterway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.112, Lanes on structure: 4, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 39 degrees, Navigation Control: Yes ( Vertical Clearance: 17.0m (55.8ft), Horizontal Clearance: 61.6m (202.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 15, Length of Maximum Span: 76.2m (250.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 33.1m (108.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 894062, Location: 0.1 MI West of SR-76 (Lat: 27.159361, Lng: -80.253861), Route carried "on" structure: County highway 714, Year Built: 2013, Status: Open, Structure Length: 93.54m (306.89ft), Average Daily Traffic: 18,700 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 32,445 (year 2042), Design Load: HL 93, Features Intersected: Okeechobee Waterway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.112, Lanes on structure: 4, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 39 degrees, Navigation Control: Yes ( Vertical Clearance: 17.0m (55.8ft), Horizontal Clearance: 61.6m (202.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 15, Length of Maximum Span: 76.2m (250.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 33.1m (108.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 890151, Location: 1 Mi South of SR-707 (Lat: 27.205000, Lng: -80.258767), Route carried "under" structure: State highway 707, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 7,600 (year 2018), Truck Traffic: 3%, Features Intersected: St. Lucie River/SR-707, Facility Carried by Structure: US-1 (SR-5) SB
Minimum Vertical Clearance: 6.49m (21.29ft), Kilometerpoint: 31.830, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 79.2m (259.8ft)
Structure Number: 890151, Location: 1 Mi South of SR-707 (Lat: 27.205000, Lng: -80.258767), Route carried "under" structure: State highway 707, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 7,600 (year 2018), Truck Traffic: 3%, Features Intersected: St. Lucie River/SR-707, Facility Carried by Structure: US-1 (SR-5) SB
Minimum Vertical Clearance: 6.49m (21.29ft), Kilometerpoint: 31.830, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 79.2m (259.8ft)
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Structure Number: 890152, Location: 1 Mi South of SR-707 (Lat: 27.200881, Lng: -80.257297), Route carried "under" structure: State highway 707, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 7,600 (year 2018), Truck Traffic: 3%, Features Intersected: St. Lucie River/SR-707, Facility Carried by Structure: US-1 (SR-5) NB
Minimum Vertical Clearance: 6.49m (21.29ft), Kilometerpoint: 32.187, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 79.2m (259.8ft)
Structure Number: 890152, Location: 1 Mi South of SR-707 (Lat: 27.200881, Lng: -80.257297), Route carried "under" structure: State highway 707, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 7,600 (year 2018), Truck Traffic: 3%, Features Intersected: St. Lucie River/SR-707, Facility Carried by Structure: US-1 (SR-5) NB
Minimum Vertical Clearance: 6.49m (21.29ft), Kilometerpoint: 32.187, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 79.2m (259.8ft)
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Structure Number: 894062, Location: 0.1 MI West of SR-76 (Lat: 27.159361, Lng: -80.253861), Route carried "under" structure: City street , Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 150 (year 2021), Truck Traffic: 1%, Features Intersected: Okeechobee Waterway, Facility Carried by Structure: CR-714 Indian St.
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 76.2m (250.0ft)
Structure Number: 894062, Location: 0.1 MI West of SR-76 (Lat: 27.159361, Lng: -80.253861), Route carried "under" structure: City street , Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 150 (year 2021), Truck Traffic: 1%, Features Intersected: Okeechobee Waterway, Facility Carried by Structure: CR-714 Indian St.
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 76.2m (250.0ft)