Bridge Statistics for Alva, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 128ft / 39.1mTotal length
- 56,941Total average daily traffic
- 7,138Total average daily truck traffic
- 90,588Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Alva
- No street view available for this location
- New bridges - historical statistics
- 41950-1959
- 11960-1969
- 11980-1989
- 21990-1999
- 22000-2009
- Bridge Condition - Deck
- 16.7%Very good
- 66.7%Good
- 16.7%Satisfactory
- Bridge Condition - Superstructure
- 16.7%Very good
- 83.3%Good
- Bridge Condition - Substructure
- 16.7%Very good
- 83.3%Good
- Bridge Condition - Channel
- 20.0%Very good
- 70.0%Good
- 10.0%Satisfactory
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Structure Number: 120042, Location: 0.2 MILE N/O SR-80 (Lat: 26.713481, Lng: -81.609994), Route carried "on" structure: County highway , Year Built: 1969, Status: Posted for load-capacity, Structure Length: 16.67m (54.69ft), Average Daily Traffic: 3,200 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 4,000 (year 2042), Design Load: H 20, Features Intersected: CALOOSAHATCHEE RIVER, Facility Carried by Structure: BROADWAY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Navigation Control: Yes ( Vertical Clearance: 5.9m (19.4ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 9, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Underwater Inspection Date: December 2021, Other Special Inspection Date: January 2022, Deck Structure Type: Open Grating
Structure Number: 120042, Location: 0.2 MILE N/O SR-80 (Lat: 26.713481, Lng: -81.609994), Route carried "on" structure: County highway , Year Built: 1969, Status: Posted for load-capacity, Structure Length: 16.67m (54.69ft), Average Daily Traffic: 3,200 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 4,000 (year 2042), Design Load: H 20, Features Intersected: CALOOSAHATCHEE RIVER, Facility Carried by Structure: BROADWAY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Navigation Control: Yes ( Vertical Clearance: 5.9m (19.4ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 9, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Underwater Inspection Date: December 2021, Other Special Inspection Date: January 2022, Deck Structure Type: Open Grating
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Structure Number: 120159, Location: 5.7MI EAST OF SR-31 (Lat: 26.715283, Lng: -81.672556), Route carried "on" structure: State highway 80, Year Built: 1989, Status: Open, Structure Length: 4.92m (16.14ft), Average Daily Traffic: 24,000 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 41,640 (year 2042), Design Load: HS 20+Mod, Features Intersected: HICKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.111, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.7m (71.2ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 27.7m (90.9ft), Out-to-Out Width: 28.2m (92.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120159, Location: 5.7MI EAST OF SR-31 (Lat: 26.715283, Lng: -81.672556), Route carried "on" structure: State highway 80, Year Built: 1989, Status: Open, Structure Length: 4.92m (16.14ft), Average Daily Traffic: 24,000 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 41,640 (year 2042), Design Load: HS 20+Mod, Features Intersected: HICKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.111, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.7m (71.2ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 27.7m (90.9ft), Out-to-Out Width: 28.2m (92.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120165, Location: 0.1 MI E of CR-884 (Lat: 26.709056, Lng: -81.599472), Route carried "on" structure: State highway 80, Year Built: 2004, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 10,000 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 17,350 (year 2041), Design Load: HL 93, Features Intersected: BEDMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.445, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 57.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: December 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120165, Location: 0.1 MI E of CR-884 (Lat: 26.709056, Lng: -81.599472), Route carried "on" structure: State highway 80, Year Built: 2004, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 10,000 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 17,350 (year 2041), Design Load: HL 93, Features Intersected: BEDMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.445, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 57.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: December 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120186, Location: 0.1MI EAST OF CR-884 (Lat: 26.709075, Lng: -81.599653), Route carried "on" structure: State highway 80, Year Built: 2004, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 10,000 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 17,350 (year 2042), Design Load: HL 93, Features Intersected: BEDMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.424, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 57.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: December 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120186, Location: 0.1MI EAST OF CR-884 (Lat: 26.709075, Lng: -81.599653), Route carried "on" structure: State highway 80, Year Built: 2004, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 10,000 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 17,350 (year 2042), Design Load: HL 93, Features Intersected: BEDMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.424, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 57.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: December 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 124035, Location: 6.2 MI. E OF SR-31 (Lat: 26.724694, Lng: -81.668500), Route carried "on" structure: County highway 78, Year Built: 1956, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 1,602 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,682 (year 2041), Features Intersected: FICHTERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.115, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 124035, Location: 6.2 MI. E OF SR-31 (Lat: 26.724694, Lng: -81.668500), Route carried "on" structure: County highway 78, Year Built: 1956, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 1,602 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,682 (year 2041), Features Intersected: FICHTERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.115, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 124037, Location: 8.7 Mi. E of SR-31 (Lat: 26.725944, Lng: -81.627056), Route carried "on" structure: County highway 78, Year Built: 1956, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,602 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,682 (year 2041), Design Load: H 15, Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.252, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: June 2021
Structure Number: 124037, Location: 8.7 Mi. E of SR-31 (Lat: 26.725944, Lng: -81.627056), Route carried "on" structure: County highway 78, Year Built: 1956, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,602 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,682 (year 2041), Design Load: H 15, Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.252, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: June 2021
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Structure Number: 124039, Location: 2Mi W of Hendry Co Line (Lat: 26.725694, Lng: -81.599472), Route carried "on" structure: County highway 78, Year Built: 1956, Year Reconstructed: 1994, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 1,833 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,925 (year 2041), Features Intersected: SPANISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: 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: July 2021, Underwater Inspection Date: July 2021
Structure Number: 124039, Location: 2Mi W of Hendry Co Line (Lat: 26.725694, Lng: -81.599472), Route carried "on" structure: County highway 78, Year Built: 1956, Year Reconstructed: 1994, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 1,833 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,925 (year 2041), Features Intersected: SPANISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: 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: July 2021, Underwater Inspection Date: July 2021
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Structure Number: 12404, Location: 0.7MI W OF HENDRY CO LINE (Lat: 26.725528, Lng: -81.578000), Route carried "on" structure: County highway 78, Year Built: 1956, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,833 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,925 (year 2041), Features Intersected: MILLERS GULLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.142, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: 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: July 2021, Underwater Inspection Date: July 2021
Structure Number: 12404, Location: 0.7MI W OF HENDRY CO LINE (Lat: 26.725528, Lng: -81.578000), Route carried "on" structure: County highway 78, Year Built: 1956, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,833 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,925 (year 2041), Features Intersected: MILLERS GULLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.142, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: 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: July 2021, Underwater Inspection Date: July 2021
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Structure Number: 124079, Location: 0.2 MI. SOUTH OF SR-78 (Lat: 26.720944, Lng: -81.631889), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 125 (year 2041), Design Load: HS 20, Features Intersected: CYPRESS CREEK, Facility Carried by Structure: CYPRESS CREEK 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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 124079, Location: 0.2 MI. SOUTH OF SR-78 (Lat: 26.720944, Lng: -81.631889), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 125 (year 2041), Design Load: HS 20, Features Intersected: CYPRESS CREEK, Facility Carried by Structure: CYPRESS CREEK 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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 124093, Location: 4.1 MI. E OF SR-31 (Lat: 26.730611, Lng: -81.701583), Route carried "on" structure: County highway 78, Year Built: 1995, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 2,770 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,909 (year 2041), Design Load: HS 20+Mod, Features Intersected: TELEGRAPH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.545, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.8 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 124093, Location: 4.1 MI. E OF SR-31 (Lat: 26.730611, Lng: -81.701583), Route carried "on" structure: County highway 78, Year Built: 1995, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 2,770 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,909 (year 2041), Design Load: HS 20+Mod, Features Intersected: TELEGRAPH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.545, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.8 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place