Bridge Statistics for Baileyton, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 95ft / 29.5mTotal length
- $11,954,000Total costs
- 10,415Total average daily traffic
- 1,196Total average daily truck traffic
- 14,303Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Baileyton
- No street view available for this location
- New bridges - historical statistics
- 41950-1959
- 31960-1969
- 21970-1979
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 20.0%Excellent
- 20.0%Good
- 20.0%Satisfactory
- 40.0%Fair
- Bridge Condition - Superstructure
- 40.0%Good
- 60.0%Satisfactory
- Bridge Condition - Substructure
- 20.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 40.0%Poor
- Bridge Condition - Channel
- 18.2%Very good
- 9.1%Good
- 72.7%Satisfactory
- Bridge Condition - Culverts
- 16.7%Very good
- 16.7%Good
- 66.7%Satisfactory
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Structure Number: 3791, Location: CR 1742 (Lat: 34.231608, Lng: -86.564272), Route carried "on" structure: County highway 54, Year Built: 1950, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 65 (year 1991), Average Future Daily Traffic: 90 (year 2032), Features Intersected: BECKWORTH BRANCH, Facility Carried by Structure: CO. RT. 1742
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, 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: 86.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $338,000, Roadway Improvement Cost: $34,000, Total Project Cost: $372,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3791, Location: CR 1742 (Lat: 34.231608, Lng: -86.564272), Route carried "on" structure: County highway 54, Year Built: 1950, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 65 (year 1991), Average Future Daily Traffic: 90 (year 2032), Features Intersected: BECKWORTH BRANCH, Facility Carried by Structure: CO. RT. 1742
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, 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: 86.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $338,000, Roadway Improvement Cost: $34,000, Total Project Cost: $372,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4394, Location: 1.0 MI E JCT CO RT 54 (Lat: 34.250000, Lng: -86.580000), Route carried "on" structure: City street 52, Year Built: 1952, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 225 (year 2041), Features Intersected: PAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.75m (5.74ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $31,000, Total Project Cost: $343,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4394, Location: 1.0 MI E JCT CO RT 54 (Lat: 34.250000, Lng: -86.580000), Route carried "on" structure: City street 52, Year Built: 1952, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 225 (year 2041), Features Intersected: PAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.75m (5.74ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $31,000, Total Project Cost: $343,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 528, Location: CR 1742 (Lat: 34.223836, Lng: -86.564517), Route carried "on" structure: County highway 71, Year Built: 1955, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 750 (year 1991), Truck Traffic: 12%, Average Future Daily Traffic: 770 (year 2033), Features Intersected: BECKWORTH CREEK, Facility Carried by Structure: CO. RT. 1742
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: Concrete, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $44,000, Total Project Cost: $481,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 528, Location: CR 1742 (Lat: 34.223836, Lng: -86.564517), Route carried "on" structure: County highway 71, Year Built: 1955, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 750 (year 1991), Truck Traffic: 12%, Average Future Daily Traffic: 770 (year 2033), Features Intersected: BECKWORTH CREEK, Facility Carried by Structure: CO. RT. 1742
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: Concrete, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $44,000, Total Project Cost: $481,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5399, Location: CR 1748 (Lat: 34.219928, Lng: -86.558231), Route carried "on" structure: County highway , Year Built: 1956, Status: Posted for load, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 40 (year 1991), Average Future Daily Traffic: 60 (year 2036), Features Intersected: BECKWORTH CREEK, Facility Carried by Structure: cr 1748
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.75m (5.74ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $14,000, Total Project Cost: $158,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5399, Location: CR 1748 (Lat: 34.219928, Lng: -86.558231), Route carried "on" structure: County highway , Year Built: 1956, Status: Posted for load, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 40 (year 1991), Average Future Daily Traffic: 60 (year 2036), Features Intersected: BECKWORTH CREEK, Facility Carried by Structure: cr 1748
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.75m (5.74ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $14,000, Total Project Cost: $158,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8786, Location: CO. RT 1570 (Lat: 34.275028, Lng: -86.652686), Route carried "on" structure: County highway 46, Year Built: 1965, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 120 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 180 (year 2036), Design Load: H 15, Features Intersected: PIED CREEK, Facility Carried by Structure: CO. RT. 1570
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: 3 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: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 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: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $374,000, Roadway Improvement Cost: $37,000, Total Project Cost: $411,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8786, Location: CO. RT 1570 (Lat: 34.275028, Lng: -86.652686), Route carried "on" structure: County highway 46, Year Built: 1965, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 120 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 180 (year 2036), Design Load: H 15, Features Intersected: PIED CREEK, Facility Carried by Structure: CO. RT. 1570
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: 3 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: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 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: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $374,000, Roadway Improvement Cost: $37,000, Total Project Cost: $411,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8789, Location: Cr 1568 #2 (Lat: 34.262053, Lng: -86.652014), Route carried "on" structure: County highway 48, Year Built: 1965, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 135 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 180 (year 2036), Design Load: H 15, Features Intersected: PIED CREEK, Facility Carried by Structure: CO. RT. 1568
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: 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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 minimum criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $42,000, Total Project Cost: $461,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8789, Location: Cr 1568 #2 (Lat: 34.262053, Lng: -86.652014), Route carried "on" structure: County highway 48, Year Built: 1965, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 135 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 180 (year 2036), Design Load: H 15, Features Intersected: PIED CREEK, Facility Carried by Structure: CO. RT. 1568
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: 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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 minimum criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $42,000, Total Project Cost: $461,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8828, Location: CR 1805 (Lat: 34.241964, Lng: -86.543578), Route carried "on" structure: County highway 71, Year Built: 1965, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 550 (year 1991), Truck Traffic: 12%, Average Future Daily Traffic: 875 (year 2033), Design Load: H 15, Features Intersected: CABIN CREEK, Facility Carried by Structure: CO. RT. 1805
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $627,000, Roadway Improvement Cost: $63,000, Total Project Cost: $690,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8828, Location: CR 1805 (Lat: 34.241964, Lng: -86.543578), Route carried "on" structure: County highway 71, Year Built: 1965, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 550 (year 1991), Truck Traffic: 12%, Average Future Daily Traffic: 875 (year 2033), Design Load: H 15, Features Intersected: CABIN CREEK, Facility Carried by Structure: CO. RT. 1805
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $627,000, Roadway Improvement Cost: $63,000, Total Project Cost: $690,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11155, Location: CR 1579 (Lat: 34.251947, Lng: -86.644914), Route carried "on" structure: County highway , Year Built: 1974, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 35 (year 1991), Average Future Daily Traffic: 55 (year 2036), Design Load: H 15, Features Intersected: DUCK CREEK, Facility Carried by Structure: CR 1579
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $28,000, Total Project Cost: $310,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 11155, Location: CR 1579 (Lat: 34.251947, Lng: -86.644914), Route carried "on" structure: County highway , Year Built: 1974, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 35 (year 1991), Average Future Daily Traffic: 55 (year 2036), Design Load: H 15, Features Intersected: DUCK CREEK, Facility Carried by Structure: CR 1579
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $28,000, Total Project Cost: $310,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12204, Location: 5 MI S JCT SR 67 * SR 69 (Lat: 34.243972, Lng: -86.654328), Route carried "on" structure: State highway 69, Year Built: 1979, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 6,374 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,924 (year 2040), Design Load: HS 20, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 413.286, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 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 desirable criteria, Length Of Structure Improvement: 9.06m (29.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $3,353,000, Roadway Improvement Cost: $335,000, Total Project Cost: $3,688,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12204, Location: 5 MI S JCT SR 67 * SR 69 (Lat: 34.243972, Lng: -86.654328), Route carried "on" structure: State highway 69, Year Built: 1979, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 6,374 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,924 (year 2040), Design Load: HS 20, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 413.286, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 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 desirable criteria, Length Of Structure Improvement: 9.06m (29.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $3,353,000, Roadway Improvement Cost: $335,000, Total Project Cost: $3,688,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18966, Location: 2.0 MI SE SR67 (Lat: 34.327300, Lng: -86.630719), Route carried "on" structure: County highway 1296, Year Built: 2004, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 186 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 401 (year 2042), Design Load: HS 20, Features Intersected: KENNEDY CREEK, Facility Carried by Structure: APPLE GROVE ROAD
Minimum Vertical Clearance: 6.10m (20.01ft), 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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.1 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: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $42,000, Total Project Cost: $464,000 ( Estimate for 2022)
Structure Number: 18966, Location: 2.0 MI SE SR67 (Lat: 34.327300, Lng: -86.630719), Route carried "on" structure: County highway 1296, Year Built: 2004, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 186 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 401 (year 2042), Design Load: HS 20, Features Intersected: KENNEDY CREEK, Facility Carried by Structure: APPLE GROVE ROAD
Minimum Vertical Clearance: 6.10m (20.01ft), 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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.1 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: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $42,000, Total Project Cost: $464,000 ( Estimate for 2022)
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Structure Number: 19701, Location: BLOUNT/CULLMAN CO.LN. (Lat: 34.216944, Lng: -86.544167), Route carried "on" structure: Bypass State highway 67, Year Built: 2014, Status: Open, Structure Length: 12.34m (40.49ft), Average Daily Traffic: 1,960 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 2,543 (year 2040), Design Load: HS 20, Features Intersected: MULBERRY FORK WARRIOR RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.452, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.4m (135.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.19m (43.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $4,160,000, Roadway Improvement Cost: $416,000, Total Project Cost: $4,576,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19701, Location: BLOUNT/CULLMAN CO.LN. (Lat: 34.216944, Lng: -86.544167), Route carried "on" structure: Bypass State highway 67, Year Built: 2014, Status: Open, Structure Length: 12.34m (40.49ft), Average Daily Traffic: 1,960 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 2,543 (year 2040), Design Load: HS 20, Features Intersected: MULBERRY FORK WARRIOR RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.452, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.4m (135.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.19m (43.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $4,160,000, Roadway Improvement Cost: $416,000, Total Project Cost: $4,576,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place