Bridge Statistics for Hawthorne, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 167ft / 51.5mTotal length
- 38,702Total average daily traffic
- 6,118Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hawthorne
- No street view available for this location
- New bridges - historical statistics
- 21960-1969
- 62000-2009
- 22010-2019
- Bridge Condition - Deck
- 25.0%Very good
- 75.0%Good
- Bridge Condition - Superstructure
- 50.0%Very good
- 50.0%Good
- Bridge Condition - Substructure
- 37.5%Very good
- 62.5%Good
- Bridge Condition - Channel
- 87.5%Good
- 12.5%Fair
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Structure Number: 260016, Location: 2.1 MI EAST OF CR 325 (Lat: 29.589361, Lng: -82.151556), Route carried "on" structure: County highway 2082, Year Built: 1967, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 650 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,128 (year 2042), Design Load: HS 20, Features Intersected: LOCHLOOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.930, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, 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, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 260016, Location: 2.1 MI EAST OF CR 325 (Lat: 29.589361, Lng: -82.151556), Route carried "on" structure: County highway 2082, Year Built: 1967, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 650 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,128 (year 2042), Design Load: HS 20, Features Intersected: LOCHLOOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.930, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, 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, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 260028, Location: 0.5 MI SOUTH OF SR 20 (Lat: 29.593247, Lng: -82.158792), Route carried "on" structure: County highway 2041, Year Built: 1967, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 650 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,128 (year 2042), Features Intersected: BRANCH OF LOCHLOOSA CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.808, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 260028, Location: 0.5 MI SOUTH OF SR 20 (Lat: 29.593247, Lng: -82.158792), Route carried "on" structure: County highway 2041, Year Built: 1967, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 650 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,128 (year 2042), Features Intersected: BRANCH OF LOCHLOOSA CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.808, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 260109, Location: 3.5 MI. W. OF US-301 (Lat: 29.600631, Lng: -82.144503), Route carried "on" structure: State highway 20, Year Built: 2004, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,940 (year 2042), Design Load: HS 20+Mod, Features Intersected: LOCHLOOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.272, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.6 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, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 260109, Location: 3.5 MI. W. OF US-301 (Lat: 29.600631, Lng: -82.144503), Route carried "on" structure: State highway 20, Year Built: 2004, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,940 (year 2042), Design Load: HS 20+Mod, Features Intersected: LOCHLOOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.272, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.6 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, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 26011, Location: IN HAWTHORNE (Lat: 29.596389, Lng: -82.086667), Route carried "on" structure: State highway 20, Year Built: 2005, Status: Open, Structure Length: 11.07m (36.32ft), Average Daily Traffic: 7,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,839 (year 2042), Design Load: HS 20+Mod, Features Intersected: US-301 (SR-200)/CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.862, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 56.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 26011, Location: IN HAWTHORNE (Lat: 29.596389, Lng: -82.086667), Route carried "on" structure: State highway 20, Year Built: 2005, Status: Open, Structure Length: 11.07m (36.32ft), Average Daily Traffic: 7,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,839 (year 2042), Design Load: HS 20+Mod, Features Intersected: US-301 (SR-200)/CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.862, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 56.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 260113, Location: 3.5 MI. W. OF US-301 (Lat: 29.600278, Lng: -82.144444), Route carried "on" structure: State highway 20, Year Built: 2005, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,940 (year 2042), Design Load: HS 20+Mod, Features Intersected: LOCHLOOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.272, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.6 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, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 260113, Location: 3.5 MI. W. OF US-301 (Lat: 29.600278, Lng: -82.144444), Route carried "on" structure: State highway 20, Year Built: 2005, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,940 (year 2042), Design Load: HS 20+Mod, Features Intersected: LOCHLOOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.272, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.6 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, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 260116, Location: 3.7 MI. W. OF US 301 (Lat: 29.565053, Lng: -82.140336), Route carried "on" structure: State lands road , Year Built: 2001, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 51 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 91 (year 2042), Features Intersected: UNKNOWN CREEK, Facility Carried by Structure: FISH CAMP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 260116, Location: 3.7 MI. W. OF US 301 (Lat: 29.565053, Lng: -82.140336), Route carried "on" structure: State lands road , Year Built: 2001, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 51 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 91 (year 2042), Features Intersected: UNKNOWN CREEK, Facility Carried by Structure: FISH CAMP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 260117, Location: 2.6 MI. W. OF US-301 (Lat: 29.563611, Lng: -82.125278), Route carried "on" structure: State lands road , Year Built: 2001, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 51 (year 2021), Average Future Daily Traffic: 88 (year 2042), Features Intersected: UNKNOWN CREEK, Facility Carried by Structure: FISH CAMP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 260117, Location: 2.6 MI. W. OF US-301 (Lat: 29.563611, Lng: -82.125278), Route carried "on" structure: State lands road , Year Built: 2001, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 51 (year 2021), Average Future Daily Traffic: 88 (year 2042), Features Intersected: UNKNOWN CREEK, Facility Carried by Structure: FISH CAMP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 260119, Location: 1.3 MI. E. of SR-200 (Lat: 29.594222, Lng: -82.066056), Route carried "on" structure: State highway 20, Year Built: 2019, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,420 (year 2042), Design Load: HL 93, Features Intersected: Little Orange Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.956, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 260119, Location: 1.3 MI. E. of SR-200 (Lat: 29.594222, Lng: -82.066056), Route carried "on" structure: State highway 20, Year Built: 2019, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,420 (year 2042), Design Load: HL 93, Features Intersected: Little Orange Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.956, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 26012, Location: 1.3 MI. E. of SR-200 (Lat: 29.594075, Lng: -82.066039), Route carried "on" structure: State highway 20, Year Built: 2018, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,420 (year 2042), Design Load: HL 93, Features Intersected: Little Orange Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.956, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 26012, Location: 1.3 MI. E. of SR-200 (Lat: 29.594075, Lng: -82.066039), Route carried "on" structure: State highway 20, Year Built: 2018, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,420 (year 2042), Design Load: HL 93, Features Intersected: Little Orange Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.956, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 26011, Location: IN HAWTHORNE (Lat: 29.596389, Lng: -82.086667), Route carried "under" structure: US 301, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2020), Truck Traffic: 34%, Features Intersected: US-301 (SR-200)/CSXRR, Facility Carried by Structure: SR-20
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 18.329, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 26011, Location: IN HAWTHORNE (Lat: 29.596389, Lng: -82.086667), Route carried "under" structure: US 301, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2020), Truck Traffic: 34%, Features Intersected: US-301 (SR-200)/CSXRR, Facility Carried by Structure: SR-20
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 18.329, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)