Bridge Statistics for Casselberry, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 197ft / 59.8mTotal length
- 328,918Total average daily traffic
- 16,298Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Casselberry
- No street view available for this location
- New bridges - historical statistics
- 41960-1969
- 31970-1979
- 21990-1999
- 22000-2009
- 72010-2019
- Bridge Condition - Deck
- 16.7%Very good
- 83.3%Good
- Bridge Condition - Superstructure
- 25.0%Very good
- 75.0%Good
- Bridge Condition - Substructure
- 33.3%Very good
- 66.7%Good
- Bridge Condition - Channel
- 7.7%Very good
- 61.5%Good
- 30.8%Satisfactory
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 770007, Location: SR-436 EB - Howell Branch (Lat: 28.635094, Lng: -81.320536), Route carried "on" structure: State highway 436, Year Built: 1966, Year Reconstructed: 1995, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 29,750 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 51,616 (year 2042), Design Load: HS 20, Features Intersected: Howell Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.644, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.7m (51.5ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: August 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 770007, Location: SR-436 EB - Howell Branch (Lat: 28.635094, Lng: -81.320536), Route carried "on" structure: State highway 436, Year Built: 1966, Year Reconstructed: 1995, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 29,750 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 51,616 (year 2042), Design Load: HS 20, Features Intersected: Howell Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.644, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.7m (51.5ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: August 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 770028, Location: SR-436 WB - Howell Branch (Lat: 28.635258, Lng: -81.320369), Route carried "on" structure: State highway 436, Year Built: 1966, Year Reconstructed: 1995, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 29,750 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 51,616 (year 2042), Design Load: HS 20, Features Intersected: Howell Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.644, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: August 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 770028, Location: SR-436 WB - Howell Branch (Lat: 28.635258, Lng: -81.320369), Route carried "on" structure: State highway 436, Year Built: 1966, Year Reconstructed: 1995, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 29,750 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 51,616 (year 2042), Design Load: HS 20, Features Intersected: Howell Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.644, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: August 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 77009, Location: SR436 Ramp to Red bug Rd. (Lat: 28.647119, Lng: -81.322953), Route carried "on" structure: State highway 436, Year Built: 2014, Status: Open, Structure Length: 19.95m (65.45ft), Average Daily Traffic: 18,400 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 19,800 (year 2034), Design Load: HL 93, Features Intersected: Red Bug Road
Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 14.001, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 64.7m (212.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 77009, Location: SR436 Ramp to Red bug Rd. (Lat: 28.647119, Lng: -81.322953), Route carried "on" structure: State highway 436, Year Built: 2014, Status: Open, Structure Length: 19.95m (65.45ft), Average Daily Traffic: 18,400 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 19,800 (year 2034), Design Load: HL 93, Features Intersected: Red Bug Road
Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 14.001, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 64.7m (212.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 770091, Location: US-17/92 over SR-436 (Lat: 28.661269, Lng: -81.342450), Route carried "on" structure: US 17, Year Built: 2015, Status: Open, Structure Length: 13.93m (45.70ft), Average Daily Traffic: 55,500 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 96,292 (year 2042), Design Load: HL 93, Features Intersected: SR-436
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.754, Lanes on structure: 4, Lanes under structure: 13, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.3m (66.6ft), Skew: 29 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 63.7m (209.0ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 770091, Location: US-17/92 over SR-436 (Lat: 28.661269, Lng: -81.342450), Route carried "on" structure: US 17, Year Built: 2015, Status: Open, Structure Length: 13.93m (45.70ft), Average Daily Traffic: 55,500 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 96,292 (year 2042), Design Load: HL 93, Features Intersected: SR-436
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.754, Lanes on structure: 4, Lanes under structure: 13, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.3m (66.6ft), Skew: 29 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 63.7m (209.0ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 774006, Location: 0.1 Mi. E of Lk Howell Rd (Lat: 28.632458, Lng: -81.322953), Route carried "on" structure: County highway , Year Built: 1961, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 5,823 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,103 (year 2042), Design Load: HS 20, Features Intersected: Howell Creek, Facility Carried by Structure: Lake Howell Lane
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: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 774006, Location: 0.1 Mi. E of Lk Howell Rd (Lat: 28.632458, Lng: -81.322953), Route carried "on" structure: County highway , Year Built: 1961, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 5,823 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,103 (year 2042), Design Load: HS 20, Features Intersected: Howell Creek, Facility Carried by Structure: Lake Howell Lane
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: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 774008, Location: 0.7 Mi. East of US-17 92 (Lat: 28.686881, Lng: -81.321383), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,542 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,676 (year 2042), Design Load: HS 20, Features Intersected: Gee Creek, Facility Carried by Structure: Laura Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.3 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: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 774008, Location: 0.7 Mi. East of US-17 92 (Lat: 28.686881, Lng: -81.321383), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,542 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,676 (year 2042), Design Load: HS 20, Features Intersected: Gee Creek, Facility Carried by Structure: Laura Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.3 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: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 774037, Location: 0.6 MILE EAST OF US 17/92 (Lat: 28.677889, Lng: -81.327639), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 19,000 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 32,965 (year 2042), Design Load: HS 20, Features Intersected: CASSELBERRY STREAM, Facility Carried by Structure: SEMINOLA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.243, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.0m (6.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Inspection Date: May 2021
Structure Number: 774037, Location: 0.6 MILE EAST OF US 17/92 (Lat: 28.677889, Lng: -81.327639), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 19,000 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 32,965 (year 2042), Design Load: HS 20, Features Intersected: CASSELBERRY STREAM, Facility Carried by Structure: SEMINOLA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.243, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.0m (6.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Inspection Date: May 2021
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Structure Number: 774038, Location: 3.6 miles East of SR-436 (Lat: 28.647583, Lng: -81.264472), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 41,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 71,135 (year 2042), Design Load: HS 20, Features Intersected: Howell Creek, Facility Carried by Structure: Red Bug Lake Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.755, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: 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, Inspection Date: June 2020
Structure Number: 774038, Location: 3.6 miles East of SR-436 (Lat: 28.647583, Lng: -81.264472), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 41,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 71,135 (year 2042), Design Load: HS 20, Features Intersected: Howell Creek, Facility Carried by Structure: Red Bug Lake Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.755, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: 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, Inspection Date: June 2020
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Structure Number: 77405, Location: 0.4 Mi S of Red Bug Lake (Lat: 28.641378, Lng: -81.278742), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 12,300 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 21,341 (year 2042), Design Load: HS 20, Features Intersected: Howell Creek, Facility Carried by Structure: Dodd Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.277, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 77.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 77405, Location: 0.4 Mi S of Red Bug Lake (Lat: 28.641378, Lng: -81.278742), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 12,300 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 21,341 (year 2042), Design Load: HS 20, Features Intersected: Howell Creek, Facility Carried by Structure: Dodd Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.277, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 77.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 774059, Location: 0.8 miles West of I-4 (Lat: 28.828503, Lng: -81.337778), Route carried "on" structure: County highway 431, Year Built: 2011, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 5,800 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 10,063 (year 2042), Design Load: HL 93, Features Intersected: Lockheart-Smith Canal, Facility Carried by Structure: Orange Boulevard
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 774059, Location: 0.8 miles West of I-4 (Lat: 28.828503, Lng: -81.337778), Route carried "on" structure: County highway 431, Year Built: 2011, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 5,800 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 10,063 (year 2042), Design Load: HL 93, Features Intersected: Lockheart-Smith Canal, Facility Carried by Structure: Orange Boulevard
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 774061, Location: 0.5 Mi N of Hwll Brnch Rd (Lat: 28.631747, Lng: -81.324197), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 11,200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 19,432 (year 2042), Design Load: HL 93, Features Intersected: Howell Creek, Facility Carried by Structure: Lake Howell Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.432, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 774061, Location: 0.5 Mi N of Hwll Brnch Rd (Lat: 28.631747, Lng: -81.324197), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 11,200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 19,432 (year 2042), Design Load: HL 93, Features Intersected: Howell Creek, Facility Carried by Structure: Lake Howell Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.432, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7751, Location: 0.5Mi W of Winter Park Dr (Lat: 28.672789, Lng: -81.326092), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,511 (year 2042), Design Load: HS 20, Features Intersected: Lake Triplet, Facility Carried by Structure: N Triplet Lake Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7751, Location: 0.5Mi W of Winter Park Dr (Lat: 28.672789, Lng: -81.326092), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,511 (year 2042), Design Load: HS 20, Features Intersected: Lake Triplet, Facility Carried by Structure: N Triplet Lake Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 775101, Location: 100ft W of N Winter Pk Dr (Lat: 28.685389, Lng: -81.315483), Route carried "on" structure: City street , Year Built: 1970, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,759 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,787 (year 2042), Design Load: HS 20, Features Intersected: Gee Creek, Facility Carried by Structure: Gee Creek Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 775101, Location: 100ft W of N Winter Pk Dr (Lat: 28.685389, Lng: -81.315483), Route carried "on" structure: City street , Year Built: 1970, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,759 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,787 (year 2042), Design Load: HS 20, Features Intersected: Gee Creek, Facility Carried by Structure: Gee Creek Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 775102, Location: 0.4 mi NW of Winter Pk Dr (Lat: 28.663569, Lng: -81.324986), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4,594 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,971 (year 2042), Design Load: H 15, Features Intersected: Queens Mirror Lake, Facility Carried by Structure: Queens Mirror Circ
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.510, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 775102, Location: 0.4 mi NW of Winter Pk Dr (Lat: 28.663569, Lng: -81.324986), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4,594 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,971 (year 2042), Design Load: H 15, Features Intersected: Queens Mirror Lake, Facility Carried by Structure: Queens Mirror Circ
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.510, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 775103, Location: 0.9mi South of SR-434 (Lat: 28.686458, Lng: -81.314778), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 11,500 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 19,953 (year 2042), Design Load: HL 93, Features Intersected: Gee Creek, Facility Carried by Structure: N. Winter Park Dr.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: May 2021
Structure Number: 775103, Location: 0.9mi South of SR-434 (Lat: 28.686458, Lng: -81.314778), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 11,500 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 19,953 (year 2042), Design Load: HL 93, Features Intersected: Gee Creek, Facility Carried by Structure: N. Winter Park Dr.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: May 2021
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Structure Number: 77009, Location: SR436 Ramp to Red bug Rd. (Lat: 28.647119, Lng: -81.322953), Route carried "under" structure: State highway 436, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 18,400 (year 2014), Truck Traffic: 2%, Features Intersected: Red Bug Road
Minimum Vertical Clearance: 6.61m (21.69ft), Kilometerpoint: 14.001, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.7m (212.3ft)
Structure Number: 77009, Location: SR436 Ramp to Red bug Rd. (Lat: 28.647119, Lng: -81.322953), Route carried "under" structure: State highway 436, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 18,400 (year 2014), Truck Traffic: 2%, Features Intersected: Red Bug Road
Minimum Vertical Clearance: 6.61m (21.69ft), Kilometerpoint: 14.001, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.7m (212.3ft)
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Structure Number: 77009, Location: SR436 Ramp to Red bug Rd. (Lat: 28.647119, Lng: -81.322953), Route carried "under" structure: County highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 2%, Features Intersected: Red Bug Road, Facility Carried by Structure: SR-436 EB Ramp
Minimum Vertical Clearance: 6.49m (21.29ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.7m (212.3ft)
Structure Number: 77009, Location: SR436 Ramp to Red bug Rd. (Lat: 28.647119, Lng: -81.322953), Route carried "under" structure: County highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 2%, Features Intersected: Red Bug Road, Facility Carried by Structure: SR-436 EB Ramp
Minimum Vertical Clearance: 6.49m (21.29ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.7m (212.3ft)
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Structure Number: 770091, Location: US-17/92 over SR-436 (Lat: 28.661269, Lng: -81.342450), Route carried "under" structure: State highway 436, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 49,000 (year 2020), Truck Traffic: 4%, Features Intersected: SR-436, Facility Carried by Structure: US-17/92
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 11.994, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 63.7m (209.0ft)
Structure Number: 770091, Location: US-17/92 over SR-436 (Lat: 28.661269, Lng: -81.342450), Route carried "under" structure: State highway 436, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 49,000 (year 2020), Truck Traffic: 4%, Features Intersected: SR-436, Facility Carried by Structure: US-17/92
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 11.994, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 63.7m (209.0ft)