Bridge Statistics for Havana, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 112ft / 33.7mTotal length
- 39,100Total average daily traffic
- 3,356Total average daily truck traffic
- 57,294Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Havana
- No street view available for this location
- New bridges - historical statistics
- 41950-1959
- 11960-1969
- 21970-1979
- 11990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 16.7%Very good
- 33.3%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 33.3%Very good
- 33.3%Good
- 16.7%Satisfactory
- 16.7%Poor
- Bridge Condition - Substructure
- 16.7%Very good
- 33.3%Good
- 33.3%Satisfactory
- 16.7%Poor
- Bridge Condition - Channel
- 22.2%Very good
- 22.2%Good
- 11.1%Satisfactory
- 22.2%Fair
- 11.1%Poor
- 11.1%Serious
- Bridge Condition - Culverts
- 20.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- 40.0%Poor
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Structure Number: 500032, Location: 1.5 Miles East of CR 161 (Lat: 30.655169, Lng: -84.451922), Route carried "on" structure: County highway 159, Year Built: 1950, Status: Posted for load, Structure Length: 6.11m (20.05ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,190 (year 2040), Design Load: HS 20, Features Intersected: Swamp Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.894, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Serious, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Underwater Inspection Date: October 2021, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 500032, Location: 1.5 Miles East of CR 161 (Lat: 30.655169, Lng: -84.451922), Route carried "on" structure: County highway 159, Year Built: 1950, Status: Posted for load, Structure Length: 6.11m (20.05ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,190 (year 2040), Design Load: HS 20, Features Intersected: Swamp Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.894, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Serious, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Underwater Inspection Date: October 2021, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 500043, Location: 0.25 Miles West of SR 63 (Lat: 30.651658, Lng: -84.419697), Route carried "on" structure: County highway 159A, Year Built: 1958, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,760 (year 2039), Design Load: H 15, Features Intersected: Seabrd Coast RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.905, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.8m (45.3ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 500043, Location: 0.25 Miles West of SR 63 (Lat: 30.651658, Lng: -84.419697), Route carried "on" structure: County highway 159A, Year Built: 1958, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,760 (year 2039), Design Load: H 15, Features Intersected: Seabrd Coast RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.905, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.8m (45.3ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 500066, Location: 3.0mi. South of Havana (Lat: 30.583806, Lng: -84.401167), Route carried "on" structure: US 27, Year Built: 1964, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 13,700 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 23,770 (year 2042), Design Load: HS 20+Mod, Features Intersected: Stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.934, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 500066, Location: 3.0mi. South of Havana (Lat: 30.583806, Lng: -84.401167), Route carried "on" structure: US 27, Year Built: 1964, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 13,700 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 23,770 (year 2042), Design Load: HS 20+Mod, Features Intersected: Stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.934, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 500107, Location: 1.5 Mi East of US27/SR63 (Lat: 30.636467, Lng: -84.392881), Route carried "on" structure: County highway 12, Year Built: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,980 (year 2039), Features Intersected: Lewis Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.528, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 500107, Location: 1.5 Mi East of US27/SR63 (Lat: 30.636467, Lng: -84.392881), Route carried "on" structure: County highway 12, Year Built: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,980 (year 2039), Features Intersected: Lewis Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.528, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 500108, Location: 1.9 Mi East of US27/SR63 (Lat: 30.657083, Lng: -84.380903), Route carried "on" structure: County highway 12, Year Built: 1976, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,980 (year 2039), Features Intersected: Unnamed Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.246, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, Culverts: Poor, Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Underwater Inspection Date: September 2020, Other Special Inspection Date: September 2021
Structure Number: 500108, Location: 1.9 Mi East of US27/SR63 (Lat: 30.657083, Lng: -84.380903), Route carried "on" structure: County highway 12, Year Built: 1976, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,980 (year 2039), Features Intersected: Unnamed Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.246, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, Culverts: Poor, Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Underwater Inspection Date: September 2020, Other Special Inspection Date: September 2021
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Structure Number: 500134, Location: SR159/FG&A RR (Lat: 30.617053, Lng: -84.422439), Route carried "on" structure: State highway 159, Year Built: 1998, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,511 (year 2042), Design Load: HS 20, Features Intersected: FG&A RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.321, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 500134, Location: SR159/FG&A RR (Lat: 30.617053, Lng: -84.422439), Route carried "on" structure: State highway 159, Year Built: 1998, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,511 (year 2042), Design Load: HS 20, Features Intersected: FG&A RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.321, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 504144, Location: 1.4 Mi South of CR 12A (Lat: 30.607864, Lng: -84.363483), Route carried "on" structure: County highway 157, Year Built: 2009, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 4,400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,840 (year 2040), Design Load: HS 20, Features Intersected: Unnamed Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.431, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 504144, Location: 1.4 Mi South of CR 12A (Lat: 30.607864, Lng: -84.363483), Route carried "on" structure: County highway 157, Year Built: 2009, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 4,400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,840 (year 2040), Design Load: HS 20, Features Intersected: Unnamed Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.431, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 504145, Location: 2.8 Miles East US27/SR63 (Lat: 30.627228, Lng: -84.368703), Route carried "on" structure: County highway 12A, Year Built: 2013, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,320 (year 2039), Design Load: HL 93, Features Intersected: Unnamed Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.530, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 504145, Location: 2.8 Miles East US27/SR63 (Lat: 30.627228, Lng: -84.368703), Route carried "on" structure: County highway 12A, Year Built: 2013, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,320 (year 2039), Design Load: HL 93, Features Intersected: Unnamed Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.530, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 504147, Location: 4.0 Mi East of US27/SR63 (Lat: 30.589331, Lng: -84.362242), Route carried "on" structure: County highway 153, Year Built: 1951, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 9,543 (year 2040), Design Load: HL 93, Features Intersected: Ochlockonee Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 2.3m (7.5ft)
Condition: Channel: Very good, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021
Structure Number: 504147, Location: 4.0 Mi East of US27/SR63 (Lat: 30.589331, Lng: -84.362242), Route carried "on" structure: County highway 153, Year Built: 1951, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 9,543 (year 2040), Design Load: HL 93, Features Intersected: Ochlockonee Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 2.3m (7.5ft)
Condition: Channel: Very good, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021
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Structure Number: 504149, Location: 2.46 Miles South of CR12A (Lat: 30.603694, Lng: -84.377778), Route carried "on" structure: County highway 153, Year Built: 1951, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 1,100 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,210 (year 2039), Design Load: HL 93, Features Intersected: Unnamed Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.688, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021
Structure Number: 504149, Location: 2.46 Miles South of CR12A (Lat: 30.603694, Lng: -84.377778), Route carried "on" structure: County highway 153, Year Built: 1951, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 1,100 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,210 (year 2039), Design Load: HL 93, Features Intersected: Unnamed Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.688, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021
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Structure Number: 504155, Location: 3.9MI N of SR12 (Lat: 30.663028, Lng: -84.463167), Route carried "on" structure: County highway 159, Year Built: 2019, Status: Posted for load-capacity, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,190 (year 2040), Design Load: HL 93, Features Intersected: Attapulgus Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.276, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 504155, Location: 3.9MI N of SR12 (Lat: 30.663028, Lng: -84.463167), Route carried "on" structure: County highway 159, Year Built: 2019, Status: Posted for load-capacity, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,190 (year 2040), Design Load: HL 93, Features Intersected: Attapulgus Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.276, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place