Bridge Statistics for Pioneer, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 121ft / 36.5mTotal length
- 97,252Total average daily traffic
- 14,063Total average daily truck traffic
- 162,956Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Pioneer
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 31980-1989
- 31990-1999
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 50.0%Very good
- 50.0%Good
- Bridge Condition - Superstructure
- 50.0%Very good
- 50.0%Good
- Bridge Condition - Substructure
- 12.5%Very good
- 87.5%Good
- Bridge Condition - Channel
- 14.3%Excellent
- 28.6%Very good
- 42.9%Good
- 14.3%Satisfactory
- Bridge Condition - Culverts
- 66.7%Good
- 16.7%Satisfactory
- 16.7%Poor
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Structure Number: 50042, Location: 9.4MI EAST OF SR-29 (Lat: 26.812322, Lng: -81.262150), Route carried "on" structure: State highway 78, Year Built: 1951, Year Reconstructed: 1985, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 5,899 (year 2042), Design Load: H 15, Features Intersected: CITRUS CENTER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.094, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Underwater Inspection Date: January 2020
Structure Number: 50042, Location: 9.4MI EAST OF SR-29 (Lat: 26.812322, Lng: -81.262150), Route carried "on" structure: State highway 78, Year Built: 1951, Year Reconstructed: 1985, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 5,899 (year 2042), Design Load: H 15, Features Intersected: CITRUS CENTER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.094, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Underwater Inspection Date: January 2020
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Structure Number: 5006, Location: 1.8 MI W OF US-27 (Lat: 26.812783, Lng: -81.205758), Route carried "on" structure: State highway 78, Year Built: 1986, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 5,899 (year 2042), Design Load: HS 20, Features Intersected: SHARP BEND CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.701, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Underwater Inspection Frequency: Every 23 months, Inspection Date: Febuary 2020, Underwater Inspection Date: Febuary 2020
Structure Number: 5006, Location: 1.8 MI W OF US-27 (Lat: 26.812783, Lng: -81.205758), Route carried "on" structure: State highway 78, Year Built: 1986, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 5,899 (year 2042), Design Load: HS 20, Features Intersected: SHARP BEND CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.701, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Underwater Inspection Frequency: Every 23 months, Inspection Date: Febuary 2020, Underwater Inspection Date: Febuary 2020
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Structure Number: 70029, Location: 13.4 MI. E of SR-29 (Lat: 26.768336, Lng: -81.220081), Route carried "on" structure: State highway 80, Year Built: 1953, Year Reconstructed: 2019, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 12,700 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 22,034 (year 2041), Design Load: H 15, Features Intersected: SANTA BARBARA CANAL
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 36.914, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Inspection Date: May 2021
Structure Number: 70029, Location: 13.4 MI. E of SR-29 (Lat: 26.768336, Lng: -81.220081), Route carried "on" structure: State highway 80, Year Built: 1953, Year Reconstructed: 2019, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 12,700 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 22,034 (year 2041), Design Load: H 15, Features Intersected: SANTA BARBARA CANAL
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 36.914, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Inspection Date: May 2021
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Structure Number: 70052, Location: 13.8 MI. E of SR-29 (Lat: 26.768333, Lng: -81.214722), Route carried "on" structure: State highway 80, Year Built: 1953, Year Reconstructed: 2019, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 12,700 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 22,034 (year 2041), Design Load: H 15, Features Intersected: HENDRY MARSH CREEK
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 37.445, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: May 2021, Underwater Inspection Date: April 2021
Structure Number: 70052, Location: 13.8 MI. E of SR-29 (Lat: 26.768333, Lng: -81.214722), Route carried "on" structure: State highway 80, Year Built: 1953, Year Reconstructed: 2019, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 12,700 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 22,034 (year 2041), Design Load: H 15, Features Intersected: HENDRY MARSH CREEK
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 37.445, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: May 2021, Underwater Inspection Date: April 2021
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Structure Number: 70055, Location: 12.7 Mi. E of SR-29 (Lat: 26.768361, Lng: -81.233164), Route carried "on" structure: State highway 80, Year Built: 1983, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 12,700 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 22,034 (year 2041), Design Load: HS 20, Features Intersected: LONG HAMMER CREEK
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 35.602, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.9 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, 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: May 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70055, Location: 12.7 Mi. E of SR-29 (Lat: 26.768361, Lng: -81.233164), Route carried "on" structure: State highway 80, Year Built: 1983, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 12,700 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 22,034 (year 2041), Design Load: HS 20, Features Intersected: LONG HAMMER CREEK
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 35.602, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.9 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, 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: May 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7006, Location: 10 Mi. E of SR-29 (Lat: 26.768217, Lng: -81.271672), Route carried "on" structure: State highway 80, Year Built: 1999, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 12,700 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 22,034 (year 2041), Design Load: HS 25 or greater, Features Intersected: LONG HAMMOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.765, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 55.9 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: May 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7006, Location: 10 Mi. E of SR-29 (Lat: 26.768217, Lng: -81.271672), Route carried "on" structure: State highway 80, Year Built: 1999, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 12,700 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 22,034 (year 2041), Design Load: HS 25 or greater, Features Intersected: LONG HAMMOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.765, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 55.9 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: May 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70082, Location: 8.0 MI W/O US-27 (Lat: 26.768472, Lng: -81.205917), Route carried "on" structure: US 80, Year Built: 2018, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 5,550 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 9,629 (year 2042), Design Load: HL 93, Features Intersected: MYRTLE SLOUGH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.315, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.2m (30.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70082, Location: 8.0 MI W/O US-27 (Lat: 26.768472, Lng: -81.205917), Route carried "on" structure: US 80, Year Built: 2018, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 5,550 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 9,629 (year 2042), Design Load: HL 93, Features Intersected: MYRTLE SLOUGH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.315, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.2m (30.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70084, Location: 5.9 MI W/O US-27 (Lat: 26.767556, Lng: -81.171917), Route carried "on" structure: US 80, Year Built: 2018, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 5,550 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 9,629 (year 2042), Design Load: HL 93, Features Intersected: HILLIARD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.693, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.6 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70084, Location: 5.9 MI W/O US-27 (Lat: 26.767556, Lng: -81.171917), Route carried "on" structure: US 80, Year Built: 2018, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 5,550 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 9,629 (year 2042), Design Load: HL 93, Features Intersected: HILLIARD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.693, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.6 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70088, Location: 10.5 MI E/O SR-29 (Lat: 26.768444, Lng: -81.271667), Route carried "on" structure: State highway 80, Year Built: 2019, Status: Open, Structure Length: 5.72m (18.77ft), Average Daily Traffic: 10,900 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 13,625 (year 2041), Design Load: HL 93, Features Intersected: C-3 CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.765, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70088, Location: 10.5 MI E/O SR-29 (Lat: 26.768444, Lng: -81.271667), Route carried "on" structure: State highway 80, Year Built: 2019, Status: Open, Structure Length: 5.72m (18.77ft), Average Daily Traffic: 10,900 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 13,625 (year 2041), Design Load: HL 93, Features Intersected: C-3 CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.765, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70089, Location: 12.7 MI E/O SR-29 (Lat: 26.768500, Lng: -81.233167), Route carried "on" structure: State highway 80, Year Built: 2018, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 5,550 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 9,629 (year 2042), Design Load: HL 93, Features Intersected: LONG HAMMER CR Canal C-4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.604, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70089, Location: 12.7 MI E/O SR-29 (Lat: 26.768500, Lng: -81.233167), Route carried "on" structure: State highway 80, Year Built: 2018, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 5,550 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 9,629 (year 2042), Design Load: HL 93, Features Intersected: LONG HAMMER CR Canal C-4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.604, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7009, Location: 7.4MI WEST OF US-27 (Lat: 26.768381, Lng: -81.194339), Route carried "on" structure: State highway 80, Year Built: 2019, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 11,100 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 19,258 (year 2041), Design Load: HL 93, Features Intersected: GRASSY MARSH SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.464, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: June 2021, Underwater Inspection Date: May 2021
Structure Number: 7009, Location: 7.4MI WEST OF US-27 (Lat: 26.768381, Lng: -81.194339), Route carried "on" structure: State highway 80, Year Built: 2019, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 11,100 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 19,258 (year 2041), Design Load: HL 93, Features Intersected: GRASSY MARSH SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.464, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: June 2021, Underwater Inspection Date: May 2021
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Structure Number: 74026, Location: 0.3 MI W of HENDRY IS BVD (Lat: 26.721975, Lng: -81.224267), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,000 (year 2041), Features Intersected: MARSH CREEK, Facility Carried by Structure: HOMESTEAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, Structural Evaluation: Meets minimum limits, 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 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Underwater Inspection Date: May 2021, Other Special Inspection Date: June 2021
Structure Number: 74026, Location: 0.3 MI W of HENDRY IS BVD (Lat: 26.721975, Lng: -81.224267), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,000 (year 2041), Features Intersected: MARSH CREEK, Facility Carried by Structure: HOMESTEAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, Structural Evaluation: Meets minimum limits, 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 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Underwater Inspection Date: May 2021, Other Special Inspection Date: June 2021
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Structure Number: 74033, Location: 1.3MI E/O WELLINGTON PARK (Lat: 26.750611, Lng: -81.274028), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 126 (year 2041), Design Load: HS 20, Features Intersected: CANAL 3, Facility Carried by Structure: SYCAMORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2021, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 74033, Location: 1.3MI E/O WELLINGTON PARK (Lat: 26.750611, Lng: -81.274028), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 126 (year 2041), Design Load: HS 20, Features Intersected: CANAL 3, Facility Carried by Structure: SYCAMORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2021, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 74034, Location: 0.8 MI S of SYCAMORE RD. (Lat: 26.740911, Lng: -81.268728), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 126 (year 2041), Design Load: HS 20, Features Intersected: CANAL 3, Facility Carried by Structure: SE BANYON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 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: 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: June 2021, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 74034, Location: 0.8 MI S of SYCAMORE RD. (Lat: 26.740911, Lng: -81.268728), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 126 (year 2041), Design Load: HS 20, Features Intersected: CANAL 3, Facility Carried by Structure: SE BANYON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 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: 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: June 2021, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous