Bridge Statistics for Warrior, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 171ft / 52.1mTotal length
- $21,173,000Total costs
- 240,260Total average daily traffic
- 45,915Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Warrior
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 51950-1959
- 21960-1969
- 61980-1989
- 51990-1999
- Bridge Condition - Deck
- 25.0%Good
- 75.0%Satisfactory
- Bridge Condition - Superstructure
- 25.0%Good
- 75.0%Satisfactory
- Bridge Condition - Substructure
- 12.5%Good
- 87.5%Satisfactory
- Bridge Condition - Channel
- 18.2%Good
- 36.4%Satisfactory
- 45.5%Fair
- Bridge Condition - Culverts
- 42.9%Good
- 57.1%Satisfactory
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Structure Number: 2509, Location: 100' E SIBLEYVILLE RD (Lat: 33.835239, Lng: -86.784142), Route carried "on" structure: County highway 121, Year Built: 1940, Status: Open, Structure Length: 2.69m (8.83ft), Average Daily Traffic: 1,723 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 1,923 (year 2041), Design Load: H 15, Features Intersected: HOGELAND CREEK, Facility Carried by Structure: WARRIOR-TRAFFORD R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 5, Length of Maximum Span: 5.6m (18.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.61m (11.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $688,000 ( Estimate for 2022)
Structure Number: 2509, Location: 100' E SIBLEYVILLE RD (Lat: 33.835239, Lng: -86.784142), Route carried "on" structure: County highway 121, Year Built: 1940, Status: Open, Structure Length: 2.69m (8.83ft), Average Daily Traffic: 1,723 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 1,923 (year 2041), Design Load: H 15, Features Intersected: HOGELAND CREEK, Facility Carried by Structure: WARRIOR-TRAFFORD R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 5, Length of Maximum Span: 5.6m (18.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.61m (11.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $688,000 ( Estimate for 2022)
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Structure Number: 5315, Location: 1.5 MI W OF WARRIOR (Lat: 33.813214, Lng: -86.836633), Route carried "on" structure: County highway 140, Year Built: 1955, Status: Open, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 7,623 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,150 (year 2040), Design Load: H 15, Features Intersected: CANE CREEK, Facility Carried by Structure: WARRIOR-JASPER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.78m (9.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $534,000, Roadway Improvement Cost: $53,000, Total Project Cost: $587,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5315, Location: 1.5 MI W OF WARRIOR (Lat: 33.813214, Lng: -86.836633), Route carried "on" structure: County highway 140, Year Built: 1955, Status: Open, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 7,623 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,150 (year 2040), Design Load: H 15, Features Intersected: CANE CREEK, Facility Carried by Structure: WARRIOR-JASPER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.78m (9.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $534,000, Roadway Improvement Cost: $53,000, Total Project Cost: $587,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6481, Location: WARRIOR JASPER RD (Lat: 33.811131, Lng: -86.825219), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 4,400 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: I 65, Facility Carried by Structure: CO RD 140
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.72m (25.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,641,000, Roadway Improvement Cost: $164,000, Total Project Cost: $1,805,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6481, Location: WARRIOR JASPER RD (Lat: 33.811131, Lng: -86.825219), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 4,400 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: I 65, Facility Carried by Structure: CO RD 140
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.72m (25.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,641,000, Roadway Improvement Cost: $164,000, Total Project Cost: $1,805,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6482, Location: 0 . 2 MI NO CO RD 140 (Lat: 33.814983, Lng: -86.825244), Route carried "on" structure: Interstate 65, Year Built: 1959, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 48,370 (year 2022), Truck Traffic: 21%, Average Future Daily Traffic: 61,281 (year 2042), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 453.808, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,614,000, Roadway Improvement Cost: $161,000, Total Project Cost: $1,775,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6482, Location: 0 . 2 MI NO CO RD 140 (Lat: 33.814983, Lng: -86.825244), Route carried "on" structure: Interstate 65, Year Built: 1959, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 48,370 (year 2022), Truck Traffic: 21%, Average Future Daily Traffic: 61,281 (year 2042), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 453.808, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,614,000, Roadway Improvement Cost: $161,000, Total Project Cost: $1,775,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9786, Location: 3 MI W OF WARRIOR (Lat: 33.800539, Lng: -86.867558), Route carried "on" structure: County highway 140, Year Built: 1968, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,623 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,150 (year 2040), Features Intersected: BREWER CREEK, Facility Carried by Structure: WARRIOR-JASPER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $356,000, Roadway Improvement Cost: $36,000, Total Project Cost: $392,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9786, Location: 3 MI W OF WARRIOR (Lat: 33.800539, Lng: -86.867558), Route carried "on" structure: County highway 140, Year Built: 1968, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,623 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,150 (year 2040), Features Intersected: BREWER CREEK, Facility Carried by Structure: WARRIOR-JASPER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $356,000, Roadway Improvement Cost: $36,000, Total Project Cost: $392,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9787, Location: 2.5 MI W OF WARRIOR (Lat: 33.806133, Lng: -86.862000), Route carried "on" structure: County highway 140, Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,623 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,150 (year 2040), Features Intersected: THOMAS CREEK, Facility Carried by Structure: WARRIOR-JASPER RD
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), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.3m (17.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $387,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9787, Location: 2.5 MI W OF WARRIOR (Lat: 33.806133, Lng: -86.862000), Route carried "on" structure: County highway 140, Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,623 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,150 (year 2040), Features Intersected: THOMAS CREEK, Facility Carried by Structure: WARRIOR-JASPER RD
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), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.3m (17.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $387,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13536, Location: 1 ST WARRIOR INTERCHANGE (Lat: 33.785253, Lng: -86.824961), Route carried "on" structure: Interstate 65, Year Built: 1985, Year Reconstructed: 2003, Status: Open, Structure Length: 6.57m (21.56ft), Average Daily Traffic: 25,220 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 31,952 (year 2040), Design Load: HS 20, Features Intersected: SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 450.536, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.0 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.61m (24.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,028,000, Roadway Improvement Cost: $303,000, Total Project Cost: $3,331,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13536, Location: 1 ST WARRIOR INTERCHANGE (Lat: 33.785253, Lng: -86.824961), Route carried "on" structure: Interstate 65, Year Built: 1985, Year Reconstructed: 2003, Status: Open, Structure Length: 6.57m (21.56ft), Average Daily Traffic: 25,220 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 31,952 (year 2040), Design Load: HS 20, Features Intersected: SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 450.536, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.0 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.61m (24.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,028,000, Roadway Improvement Cost: $303,000, Total Project Cost: $3,331,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13537, Location: 1 ST WARRIOR INTERCHANGE (Lat: 33.785178, Lng: -86.824722), Route carried "on" structure: Interstate 65, Year Built: 1985, Year Reconstructed: 2003, Status: Open, Structure Length: 6.57m (21.56ft), Average Daily Traffic: 25,220 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 31,952 (year 2040), Design Load: HS 20, Features Intersected: SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 450.536, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.0 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.61m (24.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,028,000, Roadway Improvement Cost: $303,000, Total Project Cost: $3,331,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13537, Location: 1 ST WARRIOR INTERCHANGE (Lat: 33.785178, Lng: -86.824722), Route carried "on" structure: Interstate 65, Year Built: 1985, Year Reconstructed: 2003, Status: Open, Structure Length: 6.57m (21.56ft), Average Daily Traffic: 25,220 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 31,952 (year 2040), Design Load: HS 20, Features Intersected: SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 450.536, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.0 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.61m (24.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,028,000, Roadway Improvement Cost: $303,000, Total Project Cost: $3,331,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13718, Location: 1/2 MI E US 31 WARRIOR (Lat: 33.808561, Lng: -86.800200), Route carried "on" structure: County highway 636, Year Built: 1985, Status: Open, Structure Length: 16.97m (55.68ft), Average Daily Traffic: 785 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,060 (year 2040), Design Load: HS 20, Features Intersected: LOCUST FORK-WARRIOR R, Facility Carried by Structure: WARRIOR-KIMBERLY R
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 48.6m (159.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 17.69m (58.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $3,639,000, Roadway Improvement Cost: $364,000, Total Project Cost: $4,003,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13718, Location: 1/2 MI E US 31 WARRIOR (Lat: 33.808561, Lng: -86.800200), Route carried "on" structure: County highway 636, Year Built: 1985, Status: Open, Structure Length: 16.97m (55.68ft), Average Daily Traffic: 785 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,060 (year 2040), Design Load: HS 20, Features Intersected: LOCUST FORK-WARRIOR R, Facility Carried by Structure: WARRIOR-KIMBERLY R
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 48.6m (159.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 17.69m (58.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $3,639,000, Roadway Improvement Cost: $364,000, Total Project Cost: $4,003,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13861, Location: 1.5 MI W OF WARRIOR (Lat: 33.815506, Lng: -86.839950), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 70 (year 2040), Design Load: HS 20, Features Intersected: CANE CREEK TRIBUTARY, Facility Carried by Structure: BRANTLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.39m (4.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $257,000, Roadway Improvement Cost: $26,000, Total Project Cost: $283,000 ( Estimate for 2022)
Structure Number: 13861, Location: 1.5 MI W OF WARRIOR (Lat: 33.815506, Lng: -86.839950), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 70 (year 2040), Design Load: HS 20, Features Intersected: CANE CREEK TRIBUTARY, Facility Carried by Structure: BRANTLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.39m (4.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $257,000, Roadway Improvement Cost: $26,000, Total Project Cost: $283,000 ( Estimate for 2022)
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Structure Number: 15018, Location: 0.5 MILE NE COALDALE (Lat: 33.836589, Lng: -86.786503), Route carried "on" structure: County highway 634, Year Built: 1990, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 513 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 560 (year 2040), Design Load: HS 20, Features Intersected: HOGELAND CREEK, Facility Carried by Structure: SIBLEYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.72m (5.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $407,000, Roadway Improvement Cost: $41,000, Total Project Cost: $448,000 ( Estimate for 2022)
Structure Number: 15018, Location: 0.5 MILE NE COALDALE (Lat: 33.836589, Lng: -86.786503), Route carried "on" structure: County highway 634, Year Built: 1990, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 513 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 560 (year 2040), Design Load: HS 20, Features Intersected: HOGELAND CREEK, Facility Carried by Structure: SIBLEYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.72m (5.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $407,000, Roadway Improvement Cost: $41,000, Total Project Cost: $448,000 ( Estimate for 2022)
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Structure Number: 15262, Location: 4 MI SW OF HAYDEN (Lat: 33.844319, Lng: -86.787925), Route carried "on" structure: County highway 379, Year Built: 1990, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 158 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 235 (year 2040), Design Load: HS 20, Features Intersected: SIBLEYVILLE CREEK, Facility Carried by Structure: SIBLEYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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 minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $447,000, Roadway Improvement Cost: $45,000, Total Project Cost: $492,000 ( Estimate for 2022)
Structure Number: 15262, Location: 4 MI SW OF HAYDEN (Lat: 33.844319, Lng: -86.787925), Route carried "on" structure: County highway 379, Year Built: 1990, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 158 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 235 (year 2040), Design Load: HS 20, Features Intersected: SIBLEYVILLE CREEK, Facility Carried by Structure: SIBLEYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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 minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $447,000, Roadway Improvement Cost: $45,000, Total Project Cost: $492,000 ( Estimate for 2022)
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Structure Number: 16698, Location: 0.125 MI W I-65 WARRIOR (Lat: 33.811286, Lng: -86.826486), Route carried "on" structure: County highway 601, Year Built: 1955, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 11,050 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 15,100 (year 2041), Design Load: HS 20, Features Intersected: CANE CREEK, Facility Carried by Structure: CANE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $861,000, Roadway Improvement Cost: $86,000, Total Project Cost: $947,000 ( Estimate for 2022)
Structure Number: 16698, Location: 0.125 MI W I-65 WARRIOR (Lat: 33.811286, Lng: -86.826486), Route carried "on" structure: County highway 601, Year Built: 1955, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 11,050 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 15,100 (year 2041), Design Load: HS 20, Features Intersected: CANE CREEK, Facility Carried by Structure: CANE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $861,000, Roadway Improvement Cost: $86,000, Total Project Cost: $947,000 ( Estimate for 2022)
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Structure Number: 17457, Location: 2 MI N CANE CREEK ROAD (Lat: 33.831231, Lng: -86.831992), Route carried "on" structure: County highway 630, Year Built: 1998, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 302 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2041), Design Load: HS 20, Features Intersected: CANE CREEK, Facility Carried by Structure: ROUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.72m (5.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $466,000, Roadway Improvement Cost: $47,000, Total Project Cost: $513,000 ( Estimate for 2022)
Structure Number: 17457, Location: 2 MI N CANE CREEK ROAD (Lat: 33.831231, Lng: -86.831992), Route carried "on" structure: County highway 630, Year Built: 1998, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 302 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2041), Design Load: HS 20, Features Intersected: CANE CREEK, Facility Carried by Structure: ROUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.72m (5.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $466,000, Roadway Improvement Cost: $47,000, Total Project Cost: $513,000 ( Estimate for 2022)
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Structure Number: 17535, Location: 2ND WARRIOR EXIT (Lat: 33.800175, Lng: -86.824875), Route carried "on" structure: Interstate 65, Year Built: 1999, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 49,930 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 63,258 (year 2041), Design Load: HS 20, Features Intersected: DANA ROAD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 452.301, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.0m (111.5ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 83.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,992,000, Roadway Improvement Cost: $199,000, Total Project Cost: $2,191,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17535, Location: 2ND WARRIOR EXIT (Lat: 33.800175, Lng: -86.824875), Route carried "on" structure: Interstate 65, Year Built: 1999, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 49,930 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 63,258 (year 2041), Design Load: HS 20, Features Intersected: DANA ROAD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 452.301, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.0m (111.5ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 83.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,992,000, Roadway Improvement Cost: $199,000, Total Project Cost: $2,191,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6481, Location: WARRIOR JASPER RD (Lat: 33.811131, Lng: -86.825219), Route carried "under" structure: Interstate 65, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 48,370 (year 2020), Truck Traffic: 21%, Features Intersected: I 65, Facility Carried by Structure: CO RD 140
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 453.486, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 6481, Location: WARRIOR JASPER RD (Lat: 33.811131, Lng: -86.825219), Route carried "under" structure: Interstate 65, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 48,370 (year 2020), Truck Traffic: 21%, Features Intersected: I 65, Facility Carried by Structure: CO RD 140
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 453.486, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 13536, Location: 1 ST WARRIOR INTERCHANGE (Lat: 33.785253, Lng: -86.824961), Route carried "under" structure: County highway , Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 500 (year 2002), Truck Traffic: 20%, Features Intersected: SERVICE RD, Facility Carried by Structure: I - 65 SOUTH
Minimum Vertical Clearance: 17.07m (56.00ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 13536, Location: 1 ST WARRIOR INTERCHANGE (Lat: 33.785253, Lng: -86.824961), Route carried "under" structure: County highway , Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 500 (year 2002), Truck Traffic: 20%, Features Intersected: SERVICE RD, Facility Carried by Structure: I - 65 SOUTH
Minimum Vertical Clearance: 17.07m (56.00ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 13537, Location: 1 ST WARRIOR INTERCHANGE (Lat: 33.785178, Lng: -86.824722), Route carried "under" structure: County highway , Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 500 (year 2002), Truck Traffic: 20%, Features Intersected: SERVICE RD, Facility Carried by Structure: I - 65 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 13537, Location: 1 ST WARRIOR INTERCHANGE (Lat: 33.785178, Lng: -86.824722), Route carried "under" structure: County highway , Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 500 (year 2002), Truck Traffic: 20%, Features Intersected: SERVICE RD, Facility Carried by Structure: I - 65 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 17535, Location: 2ND WARRIOR EXIT (Lat: 33.800175, Lng: -86.824875), Route carried "under" structure: Ramp City street , Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 300 (year 2021), Truck Traffic: 1%, Features Intersected: DANA ROAD, Facility Carried by Structure: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.0m (111.5ft)
Structure Number: 17535, Location: 2ND WARRIOR EXIT (Lat: 33.800175, Lng: -86.824875), Route carried "under" structure: Ramp City street , Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 300 (year 2021), Truck Traffic: 1%, Features Intersected: DANA ROAD, Facility Carried by Structure: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.0m (111.5ft)