Bridge Statistics for Fayette, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 45Number of bridges
- 456ft / 139mTotal length
- $48,641,000Total costs
- 109,445Total average daily traffic
- 4,859Total average daily truck traffic
- 139,870Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Fayette
- No street view available for this location
- New bridges - historical statistics
- 51920-1929
- 21930-1939
- 21940-1949
- 111950-1959
- 31960-1969
- 41970-1979
- 71980-1989
- 71990-1999
- 42000-2009
- Reconstructed bridges - Historical Statistics
- 41960-1969
- 01970-1979
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 6.7%Very good
- 33.3%Good
- 36.7%Satisfactory
- 23.3%Fair
- Bridge Condition - Superstructure
- 10.0%Very good
- 16.7%Good
- 53.3%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 10.0%Very good
- 43.3%Good
- 30.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 2.3%Very good
- 48.8%Good
- 37.2%Satisfactory
- 11.6%Fair
- Bridge Condition - Culverts
- 40.0%Good
- 46.7%Satisfactory
- 13.3%Fair
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Structure Number: 19025, Location: 5 MI NW OF FAYETTE (Lat: 33.758850, Lng: -87.856475), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 66 (year 2003), Average Future Daily Traffic: 105 (year 2030), Design Load: HS 20, Features Intersected: LUXAPALLILA CREEK RELIEF, Facility Carried by Structure: HOLLINGSWORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $36,000, Total Project Cost: $399,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 19025, Location: 5 MI NW OF FAYETTE (Lat: 33.758850, Lng: -87.856475), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 66 (year 2003), Average Future Daily Traffic: 105 (year 2030), Design Load: HS 20, Features Intersected: LUXAPALLILA CREEK RELIEF, Facility Carried by Structure: HOLLINGSWORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $36,000, Total Project Cost: $399,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 19369, Location: 5.5 MILES NW OF FAYETTE (Lat: 33.761675, Lng: -87.861369), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 115 (year 2006), Average Future Daily Traffic: 95 (year 2030), Design Load: HS 20, Features Intersected: LUXAPALLILA CREEK, Facility Carried by Structure: HOLINGSWORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Toll: Toll bridge is a segment, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.05m (19.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,244,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,368,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 19369, Location: 5.5 MILES NW OF FAYETTE (Lat: 33.761675, Lng: -87.861369), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 115 (year 2006), Average Future Daily Traffic: 95 (year 2030), Design Load: HS 20, Features Intersected: LUXAPALLILA CREEK, Facility Carried by Structure: HOLINGSWORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Toll: Toll bridge is a segment, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.05m (19.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,244,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,368,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1937, Location: 1.5 MI NW OF BOBO (Lat: 33.889531, Lng: -87.840131), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 100 (year 2007), Average Future Daily Traffic: 120 (year 2033), Design Load: HS 20, Features Intersected: LUXAPALLILA CREEK, Facility Carried by Structure: BOBO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.05m (19.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,244,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,368,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1937, Location: 1.5 MI NW OF BOBO (Lat: 33.889531, Lng: -87.840131), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 100 (year 2007), Average Future Daily Traffic: 120 (year 2033), Design Load: HS 20, Features Intersected: LUXAPALLILA CREEK, Facility Carried by Structure: BOBO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.05m (19.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,244,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,368,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 20239, Location: 4 MI. NW OF FAYETTE (Lat: 33.713144, Lng: -87.890064), Route carried "on" structure: County highway 23, Year Built: 1960, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 150 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 105 (year 2030), Design Load: H 15, Features Intersected: LUXPALLILA TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $25,000, Total Project Cost: $272,000 ( Estimate for 2022)
Structure Number: 20239, Location: 4 MI. NW OF FAYETTE (Lat: 33.713144, Lng: -87.890064), Route carried "on" structure: County highway 23, Year Built: 1960, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 150 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 105 (year 2030), Design Load: H 15, Features Intersected: LUXPALLILA TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $25,000, Total Project Cost: $272,000 ( Estimate for 2022)
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Structure Number: 20241, Location: 2.5 MI. W OF FAYETTE (Lat: 33.696214, Lng: -87.872197), Route carried "on" structure: County highway 21, Year Built: 1960, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 418 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 430 (year 2030), Design Load: H 15, Features Intersected: LUXPALLILA TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.6 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, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $39,000, Total Project Cost: $424,000 ( Estimate for 2022)
Structure Number: 20241, Location: 2.5 MI. W OF FAYETTE (Lat: 33.696214, Lng: -87.872197), Route carried "on" structure: County highway 21, Year Built: 1960, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 418 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 430 (year 2030), Design Load: H 15, Features Intersected: LUXPALLILA TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.6 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, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $39,000, Total Project Cost: $424,000 ( Estimate for 2022)
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Structure Number: 20244, Location: 6 MI. NE OF FAYETTE (Lat: 33.745286, Lng: -87.759489), Route carried "on" structure: County highway 53, Year Built: 1955, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 386 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 402 (year 2030), Design Load: H 15, Features Intersected: HARRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.690, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $418,000, Roadway Improvement Cost: $42,000, Total Project Cost: $460,000 ( Estimate for 2022)
Structure Number: 20244, Location: 6 MI. NE OF FAYETTE (Lat: 33.745286, Lng: -87.759489), Route carried "on" structure: County highway 53, Year Built: 1955, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 386 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 402 (year 2030), Design Load: H 15, Features Intersected: HARRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.690, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $418,000, Roadway Improvement Cost: $42,000, Total Project Cost: $460,000 ( Estimate for 2022)