Bridge Statistics for Big Pine Key, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 1,430ft / 436mTotal length
- $8,645,000Total costs
- 125,310Total average daily traffic
- 13,768Total average daily truck traffic
- 216,587Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Big Pine Key
- No street view available for this location
- New bridges - historical statistics
- 41960-1969
- 11970-1979
- 61980-1989
- 32000-2009
- Bridge Condition - Deck
- 23.1%Very good
- 46.2%Good
- 23.1%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 23.1%Very good
- 23.1%Good
- 15.4%Satisfactory
- 38.5%Fair
- Bridge Condition - Substructure
- 7.7%Excellent
- 15.4%Very good
- 30.8%Good
- 38.5%Satisfactory
- 7.7%Fair
- Bridge Condition - Channel
- 66.7%Very good
- 25.0%Good
- 8.3%Satisfactory
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Structure Number: 900045, Location: BAHIA HONDA KEY (MM 36.0) (Lat: 24.658239, Lng: -81.286369), Route carried "on" structure: US 1, Year Built: 1972, Status: Open, Structure Length: 205.25m (673.39ft), Average Daily Traffic: 5,150 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 8,935 (year 2042), Design Load: HS 20, Features Intersected: BIG SPANISH CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.748, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 9 degrees, Navigation Control: Yes ( Vertical Clearance: 7.0m (23.0ft), Horizontal Clearance: 29.0m (95.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 78, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2020, Underwater Inspection Date: September 2020, Total Project Cost: $2,330,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 900045, Location: BAHIA HONDA KEY (MM 36.0) (Lat: 24.658239, Lng: -81.286369), Route carried "on" structure: US 1, Year Built: 1972, Status: Open, Structure Length: 205.25m (673.39ft), Average Daily Traffic: 5,150 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 8,935 (year 2042), Design Load: HS 20, Features Intersected: BIG SPANISH CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.748, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 9 degrees, Navigation Control: Yes ( Vertical Clearance: 7.0m (23.0ft), Horizontal Clearance: 29.0m (95.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 78, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2020, Underwater Inspection Date: September 2020, Total Project Cost: $2,330,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 900103, Location: LITTLE DUCK KEY (MM 39.6) (Lat: 24.678778, Lng: -81.235133), Route carried "on" structure: US 1, Year Built: 1981, Status: Open, Structure Length: 27.58m (90.49ft), Average Daily Traffic: 10,600 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 18,391 (year 2042), Design Load: HS 20, Features Intersected: MISSOURI LITTLE DUCK CH.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.469, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.55m (8.37ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $22,000, Total Project Cost: $22,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 900103, Location: LITTLE DUCK KEY (MM 39.6) (Lat: 24.678778, Lng: -81.235133), Route carried "on" structure: US 1, Year Built: 1981, Status: Open, Structure Length: 27.58m (90.49ft), Average Daily Traffic: 10,600 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 18,391 (year 2042), Design Load: HS 20, Features Intersected: MISSOURI LITTLE DUCK CH.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.469, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.55m (8.37ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $22,000, Total Project Cost: $22,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 900105, Location: BAHIA HONDA KEY (MM 38.5) (Lat: 24.670483, Lng: -81.249642), Route carried "on" structure: US 1, Year Built: 1981, Status: Open, Structure Length: 33.85m (111.06ft), Average Daily Traffic: 10,600 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 18,391 (year 2042), Design Load: HS 20, Features Intersected: OHIO-BAHIA HONDA CHANL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.719, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 900105, Location: BAHIA HONDA KEY (MM 38.5) (Lat: 24.670483, Lng: -81.249642), Route carried "on" structure: US 1, Year Built: 1981, Status: Open, Structure Length: 33.85m (111.06ft), Average Daily Traffic: 10,600 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 18,391 (year 2042), Design Load: HS 20, Features Intersected: OHIO-BAHIA HONDA CHANL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.719, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 90011, Location: BIG PINE KEY (MM 29.6) (Lat: 24.669344, Lng: -81.373050), Route carried "on" structure: US 1, Year Built: 1982, Status: Open, Structure Length: 22.75m (74.64ft), Average Daily Traffic: 14,200 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 24,637 (year 2042), Design Load: HS 20, Features Intersected: NORTH PINE CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.028, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $44,000, Total Project Cost: $44,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 90011, Location: BIG PINE KEY (MM 29.6) (Lat: 24.669344, Lng: -81.373050), Route carried "on" structure: US 1, Year Built: 1982, Status: Open, Structure Length: 22.75m (74.64ft), Average Daily Traffic: 14,200 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 24,637 (year 2042), Design Load: HS 20, Features Intersected: NORTH PINE CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.028, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $44,000, Total Project Cost: $44,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 900111, Location: N OF TORCH KEY (MM 28.8) (Lat: 24.666922, Lng: -81.384875), Route carried "on" structure: US 1, Year Built: 1982, Status: Open, Structure Length: 28.29m (92.81ft), Average Daily Traffic: 14,200 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 24,637 (year 2042), Design Load: HS 20, Features Intersected: SOUTH PINE CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.761, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020, Total Project Cost: $189,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 900111, Location: N OF TORCH KEY (MM 28.8) (Lat: 24.666922, Lng: -81.384875), Route carried "on" structure: US 1, Year Built: 1982, Status: Open, Structure Length: 28.29m (92.81ft), Average Daily Traffic: 14,200 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 24,637 (year 2042), Design Load: HS 20, Features Intersected: SOUTH PINE CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.761, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020, Total Project Cost: $189,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 900113, Location: TORCH KEY (MM 28.0) (Lat: 24.664472, Lng: -81.396361), Route carried "on" structure: US 1, Year Built: 1982, Status: Open, Structure Length: 25.12m (82.41ft), Average Daily Traffic: 14,200 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 24,637 (year 2042), Design Load: HS 20, Features Intersected: TORCH CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.588, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: September 2020, Underwater Inspection Date: September 2020, Total Project Cost: $189,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 900113, Location: TORCH KEY (MM 28.0) (Lat: 24.664472, Lng: -81.396361), Route carried "on" structure: US 1, Year Built: 1982, Status: Open, Structure Length: 25.12m (82.41ft), Average Daily Traffic: 14,200 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 24,637 (year 2042), Design Load: HS 20, Features Intersected: TORCH CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.588, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: September 2020, Underwater Inspection Date: September 2020, Total Project Cost: $189,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 900114, Location: TORCH RAMROD KEY(MM 27.7) (Lat: 24.663097, Lng: -81.402669), Route carried "on" structure: US 1, Year Built: 1982, Status: Open, Structure Length: 19.99m (65.58ft), Average Daily Traffic: 18,400 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 31,924 (year 2042), Design Load: HS 20, Features Intersected: TORCH RAMROD CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.957, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 900114, Location: TORCH RAMROD KEY(MM 27.7) (Lat: 24.663097, Lng: -81.402669), Route carried "on" structure: US 1, Year Built: 1982, Status: Open, Structure Length: 19.99m (65.58ft), Average Daily Traffic: 18,400 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 31,924 (year 2042), Design Load: HS 20, Features Intersected: TORCH RAMROD CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.957, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 900137, Location: BIG PINE KEY (MM 31.4) (Lat: 24.666928, Lng: -81.341125), Route carried "on" structure: US 1, Year Built: 2002, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 15,900 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 27,586 (year 2042), Design Load: HS 20, Features Intersected: FIRST DEER CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.808, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.3m (43.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 900137, Location: BIG PINE KEY (MM 31.4) (Lat: 24.666928, Lng: -81.341125), Route carried "on" structure: US 1, Year Built: 2002, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 15,900 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 27,586 (year 2042), Design Load: HS 20, Features Intersected: FIRST DEER CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.808, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.3m (43.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 900138, Location: BIG PINE KEY (MM 32.4) (Lat: 24.653453, Lng: -81.335161), Route carried "on" structure: US 1, Year Built: 2002, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 15,900 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 27,586 (year 2042), Design Load: HS 20, Features Intersected: SECOND DEER CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.411, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 900138, Location: BIG PINE KEY (MM 32.4) (Lat: 24.653453, Lng: -81.335161), Route carried "on" structure: US 1, Year Built: 2002, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 15,900 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 27,586 (year 2042), Design Load: HS 20, Features Intersected: SECOND DEER CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.411, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 904305, Location: 2 miles W of SR5 MM 30.5 (Lat: 24.690761, Lng: -81.377397), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,060 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 3,574 (year 2036), Design Load: HS 20, Features Intersected: Watson Cut, Facility Carried by Structure: Watson Blvd Old
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.286, 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: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 904305, Location: 2 miles W of SR5 MM 30.5 (Lat: 24.690761, Lng: -81.377397), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,060 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 3,574 (year 2036), Design Load: HS 20, Features Intersected: Watson Cut, Facility Carried by Structure: Watson Blvd Old
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.286, 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: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 904307, Location: 230Ft. North of Watson Bl (Lat: 24.691417, Lng: -81.375847), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 700 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 1,215 (year 2036), Design Load: HS 20, Features Intersected: Joe's Canal, Facility Carried by Structure: Fern Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.851, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 53.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 904307, Location: 230Ft. North of Watson Bl (Lat: 24.691417, Lng: -81.375847), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 700 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 1,215 (year 2036), Design Load: HS 20, Features Intersected: Joe's Canal, Facility Carried by Structure: Fern Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.851, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 53.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 90431, Location: 0.5Mi. N of Key Deer Blvd (Lat: 24.691583, Lng: -81.357694), Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 2013, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 2,060 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 3,574 (year 2035), Design Load: HL 93, Features Intersected: Un-Named Channel, Facility Carried by Structure: Watson Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.342, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $871,000, Total Project Cost: $871,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 90431, Location: 0.5Mi. N of Key Deer Blvd (Lat: 24.691583, Lng: -81.357694), Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 2013, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 2,060 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 3,574 (year 2035), Design Load: HL 93, Features Intersected: Un-Named Channel, Facility Carried by Structure: Watson Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.342, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $871,000, Total Project Cost: $871,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 90432, Location: 3.5 Mi E of SR 5(MM 30.5) (Lat: 24.697944, Lng: -81.344972), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 68.21m (223.79ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,450 (year 2042), Design Load: HS 20, Features Intersected: Bogie Channel, Facility Carried by Structure: Watson Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.088, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Navigation Control: Yes ( Vertical Clearance: 4.3m (14.1ft), Horizontal Clearance: 15.9m (52.2ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 45, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 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: 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: October 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $3,000,000, Roadway Improvement Cost: $300,000, Total Project Cost: $5,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 90432, Location: 3.5 Mi E of SR 5(MM 30.5) (Lat: 24.697944, Lng: -81.344972), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 68.21m (223.79ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,450 (year 2042), Design Load: HS 20, Features Intersected: Bogie Channel, Facility Carried by Structure: Watson Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.088, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Navigation Control: Yes ( Vertical Clearance: 4.3m (14.1ft), Horizontal Clearance: 15.9m (52.2ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 45, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 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: 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: October 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $3,000,000, Roadway Improvement Cost: $300,000, Total Project Cost: $5,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41580-00042, Location: BIG PINE KEY (Lat: 24.690833, Lng: -81.380833), Route carried "on" structure: Federal lands road , Year Built: 2001, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 40 (year 2021), Average Future Daily Traffic: 50 (year 2041), Features Intersected: TIDAL SLOUGH, Facility Carried by Structure: WATSON RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 41580-00042, Location: BIG PINE KEY (Lat: 24.690833, Lng: -81.380833), Route carried "on" structure: Federal lands road , Year Built: 2001, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 40 (year 2021), Average Future Daily Traffic: 50 (year 2041), Features Intersected: TIDAL SLOUGH, Facility Carried by Structure: WATSON RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021