Bridge Statistics for Cardiff, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 148ft / 44.7mTotal length
- $17,577,000Total costs
- 9,020Total average daily traffic
- 829Total average daily truck traffic
- 11,740Total future (year 2029) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Cardiff
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11980-1989
- 92000-2009
- Bridge Condition - Deck
- 16.7%Excellent
- 16.7%Very good
- 50.0%Good
- 16.7%Satisfactory
- Bridge Condition - Superstructure
- 16.7%Excellent
- 50.0%Very good
- 33.3%Good
- Bridge Condition - Substructure
- 16.7%Excellent
- 16.7%Very good
- 50.0%Good
- 16.7%Satisfactory
- Bridge Condition - Channel
- 50.0%Very good
- 12.5%Good
- 37.5%Satisfactory
- Bridge Condition - Culverts
- 60.0%Excellent
- 20.0%Very good
- 20.0%Good
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Structure Number: 1936, Location: 3.3 MI S JCT US 82 (Lat: 33.336300, Lng: -88.031250), Route carried "on" structure: State highway 17, Year Built: 1939, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 2,587 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,340 (year 2040), Design Load: H 15, Features Intersected: Buck Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 332.349, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $46,000, Total Project Cost: $507,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1936, Location: 3.3 MI S JCT US 82 (Lat: 33.336300, Lng: -88.031250), Route carried "on" structure: State highway 17, Year Built: 1939, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 2,587 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,340 (year 2040), Design Load: H 15, Features Intersected: Buck Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 332.349, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $46,000, Total Project Cost: $507,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1241, Location: CARDIFF CITY LIMITS (Lat: 33.643383, Lng: -86.932067), Route carried "on" structure: County highway 109, Year Built: 1980, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 552 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 750 (year 2039), Design Load: HS 20, Features Intersected: FIVE MILE CREEK, Facility Carried by Structure: CARDIFF-LYNNS XING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.82m (32.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,019,000, Roadway Improvement Cost: $202,000, Total Project Cost: $2,221,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1241, Location: CARDIFF CITY LIMITS (Lat: 33.643383, Lng: -86.932067), Route carried "on" structure: County highway 109, Year Built: 1980, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 552 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 750 (year 2039), Design Load: HS 20, Features Intersected: FIVE MILE CREEK, Facility Carried by Structure: CARDIFF-LYNNS XING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.82m (32.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,019,000, Roadway Improvement Cost: $202,000, Total Project Cost: $2,221,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19007, Location: 1.0 MI W WEST GREENE (Lat: 33.345278, Lng: -88.430000), Route carried "on" structure: County highway ?????, Year Built: 2004, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 525 (year 2004), Average Future Daily Traffic: 600 (year 2031), Design Load: HS 20, Features Intersected: REEVES BRANCH, Facility Carried by Structure: CO RD 117
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,311,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,442,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19007, Location: 1.0 MI W WEST GREENE (Lat: 33.345278, Lng: -88.430000), Route carried "on" structure: County highway ?????, Year Built: 2004, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 525 (year 2004), Average Future Daily Traffic: 600 (year 2031), Design Load: HS 20, Features Intersected: REEVES BRANCH, Facility Carried by Structure: CO RD 117
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,311,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,442,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19011, Location: WEST GREENE (Lat: 32.923414, Lng: -88.082144), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 515 (year 2004), Average Future Daily Traffic: 650 (year 2029), Design Load: HS 20, Features Intersected: TUBBS CREEK, Facility Carried by Structure: CO RD 117
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.14m (23.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,174,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,291,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 19011, Location: WEST GREENE (Lat: 32.923414, Lng: -88.082144), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 515 (year 2004), Average Future Daily Traffic: 650 (year 2029), Design Load: HS 20, Features Intersected: TUBBS CREEK, Facility Carried by Structure: CO RD 117
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.14m (23.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,174,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,291,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 19013, Location: HARMONY CHURCH (Lat: 34.638333, Lng: -87.343333), Route carried "on" structure: County highway 29, Year Built: 2003, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 210 (year 2003), Truck Traffic: 12%, Average Future Daily Traffic: 250 (year 2036), Design Load: HS 20, Features Intersected: UNNAMED BRANCH, Facility Carried by Structure: CO. RD. 150
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 5.8m (19.0ft), Right: 5.8m (19.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Excellent, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $33,000, Total Project Cost: $358,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19013, Location: HARMONY CHURCH (Lat: 34.638333, Lng: -87.343333), Route carried "on" structure: County highway 29, Year Built: 2003, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 210 (year 2003), Truck Traffic: 12%, Average Future Daily Traffic: 250 (year 2036), Design Load: HS 20, Features Intersected: UNNAMED BRANCH, Facility Carried by Structure: CO. RD. 150
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 5.8m (19.0ft), Right: 5.8m (19.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Excellent, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $33,000, Total Project Cost: $358,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19304, Location: 1- BLK E 32ND AVE (Lat: 33.205667, Lng: -87.575639), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 1,700 (year 2003), Average Future Daily Traffic: 2,250 (year 2030), Design Load: HS 20, Features Intersected: G M * O RAILROAD, Facility Carried by Structure: 7TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Culverts: Very good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $407,000, Roadway Improvement Cost: $41,000, Total Project Cost: $448,000 ( Estimate for 2017)
Structure Number: 19304, Location: 1- BLK E 32ND AVE (Lat: 33.205667, Lng: -87.575639), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 1,700 (year 2003), Average Future Daily Traffic: 2,250 (year 2030), Design Load: HS 20, Features Intersected: G M * O RAILROAD, Facility Carried by Structure: 7TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Culverts: Very good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $407,000, Roadway Improvement Cost: $41,000, Total Project Cost: $448,000 ( Estimate for 2017)
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Structure Number: 19424, Location: 1.3 MI NORTH OF AL 28 (Lat: 32.278533, Lng: -87.606386), Route carried "on" structure: County highway 53, Year Built: 2005, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 258 (year 2004), Truck Traffic: 13%, Average Future Daily Traffic: 395 (year 2042), Design Load: HS 20, Features Intersected: TRIB. OF POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 82.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $685,000, Roadway Improvement Cost: $69,000, Total Project Cost: $754,000 ( Estimate for 2022)
Structure Number: 19424, Location: 1.3 MI NORTH OF AL 28 (Lat: 32.278533, Lng: -87.606386), Route carried "on" structure: County highway 53, Year Built: 2005, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 258 (year 2004), Truck Traffic: 13%, Average Future Daily Traffic: 395 (year 2042), Design Load: HS 20, Features Intersected: TRIB. OF POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 82.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $685,000, Roadway Improvement Cost: $69,000, Total Project Cost: $754,000 ( Estimate for 2022)
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Structure Number: 19425, Location: 1.5 MI SE OF JCT CR 252 (Lat: 33.338342, Lng: -87.453603), Route carried "on" structure: County highway 276, Year Built: 2004, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 115 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 115 (year 2035), Design Load: HS 20, Features Intersected: YELLOW CREEK, Facility Carried by Structure: PHELPS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 19425, Location: 1.5 MI SE OF JCT CR 252 (Lat: 33.338342, Lng: -87.453603), Route carried "on" structure: County highway 276, Year Built: 2004, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 115 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 115 (year 2035), Design Load: HS 20, Features Intersected: YELLOW CREEK, Facility Carried by Structure: PHELPS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 19459, Location: JNT OF I59 * 49TH STREET (Lat: 34.505064, Lng: -85.693333), Route carried "on" structure: City street 49, Year Built: 2009, Status: Open, Structure Length: 8.28m (27.17ft), Average Daily Traffic: 505 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 729 (year 2039), Design Load: HS 20, Features Intersected: I 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.2m (79.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.4m (135.8ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.28m (30.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $5,092,000, Roadway Improvement Cost: $509,000, Total Project Cost: $5,601,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19459, Location: JNT OF I59 * 49TH STREET (Lat: 34.505064, Lng: -85.693333), Route carried "on" structure: City street 49, Year Built: 2009, Status: Open, Structure Length: 8.28m (27.17ft), Average Daily Traffic: 505 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 729 (year 2039), Design Load: HS 20, Features Intersected: I 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.2m (79.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.4m (135.8ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.28m (30.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $5,092,000, Roadway Improvement Cost: $509,000, Total Project Cost: $5,601,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19463, Location: 1.5 MI N AL 14 (Lat: 32.891392, Lng: -87.930128), Route carried "on" structure: County highway 23, Year Built: 2005, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 315 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 315 (year 2031), Design Load: HS 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: COUNTY ROAD 181
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $28,000, Total Project Cost: $303,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19463, Location: 1.5 MI N AL 14 (Lat: 32.891392, Lng: -87.930128), Route carried "on" structure: County highway 23, Year Built: 2005, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 315 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 315 (year 2031), Design Load: HS 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: COUNTY ROAD 181
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $28,000, Total Project Cost: $303,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19464, Location: SOUTH OF US 43 (Lat: 31.505400, Lng: -87.879700), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 1,738 (year 2021), Truck Traffic: 34%, Average Future Daily Traffic: 2,346 (year 2041), Design Load: HS 20, Features Intersected: NORFOLK/SOUTH RAILROAD, Facility Carried by Structure: INDUSTRIAL ROAD
Minimum Vertical Clearance: 7.32m (24.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 12.66m (41.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,645,000, Roadway Improvement Cost: $365,000, Total Project Cost: $4,010,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 19464, Location: SOUTH OF US 43 (Lat: 31.505400, Lng: -87.879700), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 1,738 (year 2021), Truck Traffic: 34%, Average Future Daily Traffic: 2,346 (year 2041), Design Load: HS 20, Features Intersected: NORFOLK/SOUTH RAILROAD, Facility Carried by Structure: INDUSTRIAL ROAD
Minimum Vertical Clearance: 7.32m (24.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 12.66m (41.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,645,000, Roadway Improvement Cost: $365,000, Total Project Cost: $4,010,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete