Bridge Statistics for Chelsea, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 61930-1939
- 11950-1959
- 11960-1969
- 91970-1979
- 61980-1989
- 81990-1999
- 122000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 5.9%Very good
- 52.9%Good
- 23.5%Satisfactory
- 17.6%Fair
- Bridge Condition - Superstructure
- 17.6%Very good
- 35.3%Good
- 23.5%Satisfactory
- 23.5%Fair
- Bridge Condition - Substructure
- 58.8%Good
- 11.8%Satisfactory
- 29.4%Fair
- Bridge Condition - Channel
- 4.9%Very good
- 34.1%Good
- 26.8%Satisfactory
- 24.4%Fair
- 9.8%Poor
- Bridge Condition - Culverts
- 46.2%Good
- 46.2%Satisfactory
- 7.7%Fair
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Structure Number: 933, Location: OLD 280 * CO 43 (Lat: 33.351011, Lng: -86.656769), Route carried "on" structure: County highway 280, Year Built: 1931, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,350 (year 2040), Design Load: H 15, Features Intersected: COOPER CREEK
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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $628,000, Roadway Improvement Cost: $63,000, Total Project Cost: $691,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 933, Location: OLD 280 * CO 43 (Lat: 33.351011, Lng: -86.656769), Route carried "on" structure: County highway 280, Year Built: 1931, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,350 (year 2040), Design Load: H 15, Features Intersected: COOPER CREEK
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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $628,000, Roadway Improvement Cost: $63,000, Total Project Cost: $691,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 934, Location: .1 MI N JCT CO RD 43 (Lat: 33.351417, Lng: -86.652922), Route carried "on" structure: County highway 280, Year Built: 1931, Status: Open, Structure Length: 3.55m (11.65ft), Average Daily Traffic: 2,370 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,318 (year 2040), Design Load: H 15, Features Intersected: RAILROAD
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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.46m (14.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $826,000, Roadway Improvement Cost: $83,000, Total Project Cost: $909,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 934, Location: .1 MI N JCT CO RD 43 (Lat: 33.351417, Lng: -86.652922), Route carried "on" structure: County highway 280, Year Built: 1931, Status: Open, Structure Length: 3.55m (11.65ft), Average Daily Traffic: 2,370 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,318 (year 2040), Design Load: H 15, Features Intersected: RAILROAD
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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.46m (14.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $826,000, Roadway Improvement Cost: $83,000, Total Project Cost: $909,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 937, Location: 0.2 MI E MT SIGNAL CHURCH (Lat: 33.356258, Lng: -86.586708), Route carried "on" structure: County highway 280, Year Built: 1931, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: H 15, Features Intersected: LITTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: October 2020, Bridge Improvement Cost: $258,000, Roadway Improvement Cost: $26,000, Total Project Cost: $284,000 ( Estimate for 2022)
Structure Number: 937, Location: 0.2 MI E MT SIGNAL CHURCH (Lat: 33.356258, Lng: -86.586708), Route carried "on" structure: County highway 280, Year Built: 1931, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: H 15, Features Intersected: LITTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: October 2020, Bridge Improvement Cost: $258,000, Roadway Improvement Cost: $26,000, Total Project Cost: $284,000 ( Estimate for 2022)
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Structure Number: 938, Location: .25 MI E MT SIGNAL CHURCH (Lat: 33.356194, Lng: -86.585822), Route carried "on" structure: County highway 280, Year Built: 1931, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: H 15, Features Intersected: LITTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: October 2020, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $29,000, Total Project Cost: $316,000 ( Estimate for 2022)
Structure Number: 938, Location: .25 MI E MT SIGNAL CHURCH (Lat: 33.356194, Lng: -86.585822), Route carried "on" structure: County highway 280, Year Built: 1931, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: H 15, Features Intersected: LITTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: October 2020, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $29,000, Total Project Cost: $316,000 ( Estimate for 2022)
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Structure Number: 7897, Location: 1.2MI E JCT CO 47 (Lat: 33.278269, Lng: -86.597619), Route carried "on" structure: County highway , Year Built: 1963, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 99 (year 2020), Average Future Daily Traffic: 140 (year 2040), Features Intersected: YELLOWLEAF CREEK, Facility Carried by Structure: CRENSHAW SWAMP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.05m (6.73ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $20,000, Total Project Cost: $216,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 7897, Location: 1.2MI E JCT CO 47 (Lat: 33.278269, Lng: -86.597619), Route carried "on" structure: County highway , Year Built: 1963, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 99 (year 2020), Average Future Daily Traffic: 140 (year 2040), Features Intersected: YELLOWLEAF CREEK, Facility Carried by Structure: CRENSHAW SWAMP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.05m (6.73ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $20,000, Total Project Cost: $216,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 10825, Location: .2 MI. W. JCT. CO. 47 (Lat: 33.335692, Lng: -86.622589), Route carried "on" structure: County highway 439, Year Built: 1972, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 741 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,588 (year 2041), Features Intersected: YELLOWLEAF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 40.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.44m (14.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $822,000, Roadway Improvement Cost: $82,000, Total Project Cost: $904,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10825, Location: .2 MI. W. JCT. CO. 47 (Lat: 33.335692, Lng: -86.622589), Route carried "on" structure: County highway 439, Year Built: 1972, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 741 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,588 (year 2041), Features Intersected: YELLOWLEAF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 40.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.44m (14.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $822,000, Roadway Improvement Cost: $82,000, Total Project Cost: $904,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11531, Location: US 280 @ CO RD 47 (Lat: 33.348967, Lng: -86.626356), Route carried "on" structure: US 280, Year Built: 1931, Year Reconstructed: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 32,800 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 43,144 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.140, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,951,000, Roadway Improvement Cost: $195,000, Total Project Cost: $2,146,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11531, Location: US 280 @ CO RD 47 (Lat: 33.348967, Lng: -86.626356), Route carried "on" structure: US 280, Year Built: 1931, Year Reconstructed: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 32,800 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 43,144 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.140, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,951,000, Roadway Improvement Cost: $195,000, Total Project Cost: $2,146,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11647, Location: 3 TH E CO RD 47 (Lat: 33.349997, Lng: -86.619492), Route carried "on" structure: US 280, Year Built: 1976, Year Reconstructed: 2007, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 25,070 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 32,976 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.662, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 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: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $4,726,000, Roadway Improvement Cost: $473,000, Total Project Cost: $5,199,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11647, Location: 3 TH E CO RD 47 (Lat: 33.349997, Lng: -86.619492), Route carried "on" structure: US 280, Year Built: 1976, Year Reconstructed: 2007, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 25,070 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 32,976 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.662, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 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: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $4,726,000, Roadway Improvement Cost: $473,000, Total Project Cost: $5,199,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11648, Location: .3 MI. E CO RD 39 (Lat: 33.350978, Lng: -86.603858), Route carried "on" structure: US 280, Year Built: 1976, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 25,070 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 32,976 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.112, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.6 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: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $3,080,000, Roadway Improvement Cost: $308,000, Total Project Cost: $3,388,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11648, Location: .3 MI. E CO RD 39 (Lat: 33.350978, Lng: -86.603858), Route carried "on" structure: US 280, Year Built: 1976, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 25,070 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 32,976 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.112, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.6 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: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $3,080,000, Roadway Improvement Cost: $308,000, Total Project Cost: $3,388,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11649, Location: .5 MI.E CO RD 440E (Lat: 33.350406, Lng: -86.591911), Route carried "on" structure: US 280, Year Built: 1976, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25,390 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 33,397 (year 2041), Design Load: HS 20, Features Intersected: LITTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.359, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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: 2.05m (6.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,600,000, Roadway Improvement Cost: $260,000, Total Project Cost: $2,860,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11649, Location: .5 MI.E CO RD 440E (Lat: 33.350406, Lng: -86.591911), Route carried "on" structure: US 280, Year Built: 1976, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25,390 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 33,397 (year 2041), Design Load: HS 20, Features Intersected: LITTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.359, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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: 2.05m (6.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,600,000, Roadway Improvement Cost: $260,000, Total Project Cost: $2,860,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11953, Location: .5MI S. JCT CO.74 (Lat: 33.278264, Lng: -86.676089), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30 (year 2020), Average Future Daily Traffic: 14 (year 2040), Features Intersected: S. FORK YELLOWLEAF CREEK, Facility Carried by Structure: MOORE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 23.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $15,000, Total Project Cost: $167,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 11953, Location: .5MI S. JCT CO.74 (Lat: 33.278264, Lng: -86.676089), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30 (year 2020), Average Future Daily Traffic: 14 (year 2040), Features Intersected: S. FORK YELLOWLEAF CREEK, Facility Carried by Structure: MOORE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 23.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $15,000, Total Project Cost: $167,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 12018, Location: 0.1 MI E.JCT CO RD 41 (Lat: 33.368781, Lng: -86.662119), Route carried "on" structure: US 280, Year Built: 1978, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 31,530 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 41,473 (year 2040), Design Load: HS 20, Features Intersected: N FORK OF YELLOW LEAF CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.924, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $4,083,000, Roadway Improvement Cost: $408,000, Total Project Cost: $4,491,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12018, Location: 0.1 MI E.JCT CO RD 41 (Lat: 33.368781, Lng: -86.662119), Route carried "on" structure: US 280, Year Built: 1978, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 31,530 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 41,473 (year 2040), Design Load: HS 20, Features Intersected: N FORK OF YELLOW LEAF CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.924, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $4,083,000, Roadway Improvement Cost: $408,000, Total Project Cost: $4,491,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12019, Location: 0.3 MI E CO RD 43 (Lat: 33.352769, Lng: -86.646575), Route carried "on" structure: US 280, Year Built: 1978, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 31,130 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 40,947 (year 2040), Design Load: HS 20, Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.183, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 4, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $4,198,000, Roadway Improvement Cost: $420,000, Total Project Cost: $4,618,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12019, Location: 0.3 MI E CO RD 43 (Lat: 33.352769, Lng: -86.646575), Route carried "on" structure: US 280, Year Built: 1978, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 31,130 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 40,947 (year 2040), Design Load: HS 20, Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.183, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 4, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $4,198,000, Roadway Improvement Cost: $420,000, Total Project Cost: $4,618,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1202, Location: 0.5 MI E CO RD 43 (Lat: 33.351408, Lng: -86.644653), Route carried "on" structure: US 280, Year Built: 1978, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 31,130 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 40,947 (year 2040), Design Load: HS 20, Features Intersected: DBL MT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.450, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $2,691,000, Roadway Improvement Cost: $269,000, Total Project Cost: $2,960,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1202, Location: 0.5 MI E CO RD 43 (Lat: 33.351408, Lng: -86.644653), Route carried "on" structure: US 280, Year Built: 1978, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 31,130 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 40,947 (year 2040), Design Load: HS 20, Features Intersected: DBL MT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.450, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $2,691,000, Roadway Improvement Cost: $269,000, Total Project Cost: $2,960,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12024, Location: 0.3 MI W JCT US 280 (Lat: 33.354408, Lng: -86.652303), Route carried "on" structure: County highway 43, Year Built: 1978, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 3,308 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,631 (year 2041), Design Load: HS 20, Features Intersected: YELLOWLEAF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.46m (34.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,654,000, Roadway Improvement Cost: $265,000, Total Project Cost: $2,919,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12024, Location: 0.3 MI W JCT US 280 (Lat: 33.354408, Lng: -86.652303), Route carried "on" structure: County highway 43, Year Built: 1978, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 3,308 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,631 (year 2041), Design Load: HS 20, Features Intersected: YELLOWLEAF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.46m (34.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,654,000, Roadway Improvement Cost: $265,000, Total Project Cost: $2,919,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12945, Location: WHISENHUNT RD 0.2MIE OF47 (Lat: 33.327725, Lng: -86.617533), Route carried "on" structure: County highway , Year Built: 1983, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 359 (year 2040), Design Load: HS 20, Features Intersected: YELLOWLEAF CREEK, Facility Carried by Structure: WHISENHUNT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 23.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $34,000, Total Project Cost: $375,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 12945, Location: WHISENHUNT RD 0.2MIE OF47 (Lat: 33.327725, Lng: -86.617533), Route carried "on" structure: County highway , Year Built: 1983, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 359 (year 2040), Design Load: HS 20, Features Intersected: YELLOWLEAF CREEK, Facility Carried by Structure: WHISENHUNT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 23.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $34,000, Total Project Cost: $375,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 13654, Location: 6 MI N JCT AL 25 (Lat: 33.295689, Lng: -86.589681), Route carried "on" structure: County highway 49, Year Built: 1985, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 700 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 980 (year 2041), Design Load: HS 20, Features Intersected: YELLOWLEAF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: Good, Substructure: Good, Channel: Fair, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 13654, Location: 6 MI N JCT AL 25 (Lat: 33.295689, Lng: -86.589681), Route carried "on" structure: County highway 49, Year Built: 1985, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 700 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 980 (year 2041), Design Load: HS 20, Features Intersected: YELLOWLEAF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: Good, Substructure: Good, Channel: Fair, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 13755, Location: 5.5 MI JCT AL 25 (Lat: 33.264467, Lng: -86.621456), Route carried "on" structure: County highway 47, Year Built: 1938, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,818 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 5,346 (year 2041), Features Intersected: WEAVER CREEK
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.2 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 desirable 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: Febuary 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $48,000, Total Project Cost: $529,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13755, Location: 5.5 MI JCT AL 25 (Lat: 33.264467, Lng: -86.621456), Route carried "on" structure: County highway 47, Year Built: 1938, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,818 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 5,346 (year 2041), Features Intersected: WEAVER CREEK
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.2 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 desirable 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: Febuary 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $48,000, Total Project Cost: $529,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13976, Location: 1.7 MI W JCT CO 47 (Lat: 33.279139, Lng: -86.646514), Route carried "on" structure: County highway 69, Year Built: 1986, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 685 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 958 (year 2041), Design Load: HS 20, Features Intersected: S. FORK YELLOWLEAF
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.6 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $519,000, Roadway Improvement Cost: $52,000, Total Project Cost: $571,000 ( Estimate for 2022)
Structure Number: 13976, Location: 1.7 MI W JCT CO 47 (Lat: 33.279139, Lng: -86.646514), Route carried "on" structure: County highway 69, Year Built: 1986, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 685 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 958 (year 2041), Design Load: HS 20, Features Intersected: S. FORK YELLOWLEAF
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.6 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $519,000, Roadway Improvement Cost: $52,000, Total Project Cost: $571,000 ( Estimate for 2022)
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Structure Number: 14237, Location: 6.5 MI. N. JCT ST 25 (Lat: 33.282056, Lng: -86.617431), Route carried "on" structure: County highway 47, Year Built: 1987, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 3,818 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 5,346 (year 2041), Design Load: HS 20, Features Intersected: YELLOWLEAF CREEK
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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 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: 7.23m (23.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,081,000, Roadway Improvement Cost: $208,000, Total Project Cost: $2,289,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14237, Location: 6.5 MI. N. JCT ST 25 (Lat: 33.282056, Lng: -86.617431), Route carried "on" structure: County highway 47, Year Built: 1987, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 3,818 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 5,346 (year 2041), Design Load: HS 20, Features Intersected: YELLOWLEAF CREEK
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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 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: 7.23m (23.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,081,000, Roadway Improvement Cost: $208,000, Total Project Cost: $2,289,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14238, Location: 10 MI.N. OF AL 25 (Lat: 33.321461, Lng: -86.617731), Route carried "on" structure: County highway 47, Year Built: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,690 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 5,165 (year 2040), Design Load: HS 20, Features Intersected: YELLOWLEAF CREEK
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $32,000, Total Project Cost: $347,000 ( Estimate for 2022)
Structure Number: 14238, Location: 10 MI.N. OF AL 25 (Lat: 33.321461, Lng: -86.617731), Route carried "on" structure: County highway 47, Year Built: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,690 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 5,165 (year 2040), Design Load: HS 20, Features Intersected: YELLOWLEAF CREEK
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $32,000, Total Project Cost: $347,000 ( Estimate for 2022)
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Structure Number: 15209, Location: 0.3 MI. W. JCT. CO. 69 (Lat: 33.282408, Lng: -86.660475), Route carried "on" structure: County highway 74, Year Built: 1990, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 560 (year 2040), Design Load: HS 20, Features Intersected: BOLIVER CREEK
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: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $351,000, Roadway Improvement Cost: $35,000, Total Project Cost: $386,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 15209, Location: 0.3 MI. W. JCT. CO. 69 (Lat: 33.282408, Lng: -86.660475), Route carried "on" structure: County highway 74, Year Built: 1990, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 560 (year 2040), Design Load: HS 20, Features Intersected: BOLIVER CREEK
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: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $351,000, Roadway Improvement Cost: $35,000, Total Project Cost: $386,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 15615, Location: 10 MI. N. ST 25 (Lat: 33.284003, Lng: -86.617100), Route carried "on" structure: County highway 47, Year Built: 1984, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,690 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 5,165 (year 2040), Design Load: HS 20, Features Intersected: N.FORK YELLOWLEAF 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: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022)
Structure Number: 15615, Location: 10 MI. N. ST 25 (Lat: 33.284003, Lng: -86.617100), Route carried "on" structure: County highway 47, Year Built: 1984, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,690 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 5,165 (year 2040), Design Load: HS 20, Features Intersected: N.FORK YELLOWLEAF 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: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022)
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Structure Number: 16722, Location: 0.12MI E OF CR 47 (Lat: 33.341775, Lng: -86.627386), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 817 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,295 (year 2041), Design Load: HS 20, Features Intersected: YELLOWLEAF CREEK, Facility Carried by Structure: COUNTY ROUTE 39
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,030,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,133,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 16722, Location: 0.12MI E OF CR 47 (Lat: 33.341775, Lng: -86.627386), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 817 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,295 (year 2041), Design Load: HS 20, Features Intersected: YELLOWLEAF CREEK, Facility Carried by Structure: COUNTY ROUTE 39
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,030,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,133,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 16859, Location: YELLOWLEAF RIDGE ESTATES (Lat: 33.340567, Lng: -86.639189), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 178 (year 2021), Average Future Daily Traffic: 238 (year 2041), Design Load: HS 20, Features Intersected: HT N FORK YELLOWLEAF CK, Facility Carried by Structure: WHITE OAK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $574,000, Roadway Improvement Cost: $57,000, Total Project Cost: $631,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16859, Location: YELLOWLEAF RIDGE ESTATES (Lat: 33.340567, Lng: -86.639189), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 178 (year 2021), Average Future Daily Traffic: 238 (year 2041), Design Load: HS 20, Features Intersected: HT N FORK YELLOWLEAF CK, Facility Carried by Structure: WHITE OAK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $574,000, Roadway Improvement Cost: $57,000, Total Project Cost: $631,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17178, Location: .5 KM S ST 280 (Lat: 33.342017, Lng: -86.631228), Route carried "on" structure: County highway 47, Year Built: 1997, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 6,500 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 9,100 (year 2041), Design Load: HS 20, Features Intersected: YELLOWLEAF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,278,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,406,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17178, Location: .5 KM S ST 280 (Lat: 33.342017, Lng: -86.631228), Route carried "on" structure: County highway 47, Year Built: 1997, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 6,500 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 9,100 (year 2041), Design Load: HS 20, Features Intersected: YELLOWLEAF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,278,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,406,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17257, Location: .2M N JCT CO RD 11 (Lat: 33.347856, Lng: -86.665181), Route carried "on" structure: County highway 377, Year Built: 1997, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 10 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 14 (year 2042), Design Load: HS 20, Features Intersected: COOPER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $333,000, Roadway Improvement Cost: $33,000, Total Project Cost: $366,000 ( Estimate for 2022)
Structure Number: 17257, Location: .2M N JCT CO RD 11 (Lat: 33.347856, Lng: -86.665181), Route carried "on" structure: County highway 377, Year Built: 1997, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 10 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 14 (year 2042), Design Load: HS 20, Features Intersected: COOPER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $333,000, Roadway Improvement Cost: $33,000, Total Project Cost: $366,000 ( Estimate for 2022)
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Structure Number: 17282, Location: .3 KM E CO RD 109 (Lat: 33.269814, Lng: -86.541692), Route carried "on" structure: County highway 40, Year Built: 1997, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 821 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,633 (year 2041), Design Load: H 20, Features Intersected: N. BRANCH FOURMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.6m (5.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $439,000 ( Estimate for 2022)
Structure Number: 17282, Location: .3 KM E CO RD 109 (Lat: 33.269814, Lng: -86.541692), Route carried "on" structure: County highway 40, Year Built: 1997, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 821 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,633 (year 2041), Design Load: H 20, Features Intersected: N. BRANCH FOURMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.6m (5.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $439,000 ( Estimate for 2022)
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Structure Number: 17845, Location: 1.4MI. E JCT. CO. 49 (Lat: 33.311619, Lng: -86.591567), Route carried "on" structure: County highway 32, Year Built: 1996, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 640 (year 2041), Design Load: HS 20, Features Intersected: N.FORK YELLOWLEAF CREEK
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), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.95m (12.96ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $731,000, Roadway Improvement Cost: $73,000, Total Project Cost: $804,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17845, Location: 1.4MI. E JCT. CO. 49 (Lat: 33.311619, Lng: -86.591567), Route carried "on" structure: County highway 32, Year Built: 1996, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 640 (year 2041), Design Load: HS 20, Features Intersected: N.FORK YELLOWLEAF CREEK
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), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.95m (12.96ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $731,000, Roadway Improvement Cost: $73,000, Total Project Cost: $804,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18206, Location: AT CHELSEA PARK (Lat: 33.325497, Lng: -86.639503), Route carried "on" structure: County highway 39, Year Built: 2001, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,800 (year 2041), Design Load: H 10, Features Intersected: HOLLVER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $414,000, Roadway Improvement Cost: $41,000, Total Project Cost: $455,000 ( Estimate for 2022)
Structure Number: 18206, Location: AT CHELSEA PARK (Lat: 33.325497, Lng: -86.639503), Route carried "on" structure: County highway 39, Year Built: 2001, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,800 (year 2041), Design Load: H 10, Features Intersected: HOLLVER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $414,000, Roadway Improvement Cost: $41,000, Total Project Cost: $455,000 ( Estimate for 2022)
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Structure Number: 18512, Location: .2 MI S JCT CO RD 43 (Lat: 33.366017, Lng: -86.639467), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,000 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,400 (year 2042), Design Load: HS 20, Features Intersected: POPLAR BRANCH, Facility Carried by Structure: FOREST LAKES PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge is a segment, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.05m (6.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,123,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,235,000 ( Estimate for 2022)
Structure Number: 18512, Location: .2 MI S JCT CO RD 43 (Lat: 33.366017, Lng: -86.639467), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,000 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,400 (year 2042), Design Load: HS 20, Features Intersected: POPLAR BRANCH, Facility Carried by Structure: FOREST LAKES PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge is a segment, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.05m (6.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,123,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,235,000 ( Estimate for 2022)
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Structure Number: 18524, Location: .4 MI S JCT CO RD 55 (Lat: 33.288394, Lng: -86.559614), Route carried "on" structure: County highway 109, Year Built: 2001, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 189 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 331 (year 2042), Design Load: HS 20, Features Intersected: SFORK PAGE SPRING BRANCH
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 65.7 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, Waterway Adequacy: Equal to present minimum 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: $374,000, Roadway Improvement Cost: $37,000, Total Project Cost: $411,000 ( Estimate for 2022)
Structure Number: 18524, Location: .4 MI S JCT CO RD 55 (Lat: 33.288394, Lng: -86.559614), Route carried "on" structure: County highway 109, Year Built: 2001, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 189 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 331 (year 2042), Design Load: HS 20, Features Intersected: SFORK PAGE SPRING BRANCH
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 65.7 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, Waterway Adequacy: Equal to present minimum 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: $374,000, Roadway Improvement Cost: $37,000, Total Project Cost: $411,000 ( Estimate for 2022)
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Structure Number: 18781, Location: 2ND ENTRANCE INTO SUBDIV. (Lat: 33.373717, Lng: -86.631633), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 650 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 910 (year 2042), Design Load: HS 20, Features Intersected: POPLAR BRANCH, Facility Carried by Structure: FOREST LAKES BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,083,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,191,000 ( Estimate for 2022)
Structure Number: 18781, Location: 2ND ENTRANCE INTO SUBDIV. (Lat: 33.373717, Lng: -86.631633), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 650 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 910 (year 2042), Design Load: HS 20, Features Intersected: POPLAR BRANCH, Facility Carried by Structure: FOREST LAKES BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,083,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,191,000 ( Estimate for 2022)
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Structure Number: 19294, Location: 1 MI. SO. CR 74 (Lat: 33.279622, Lng: -86.690867), Route carried "on" structure: County highway 39, Year Built: 2006, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 770 (year 2040), Design Load: HS 20, Features Intersected: TOM'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 84.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 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 desirable criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $460,000, Roadway Improvement Cost: $46,000, Total Project Cost: $506,000 ( Estimate for 2022)
Structure Number: 19294, Location: 1 MI. SO. CR 74 (Lat: 33.279622, Lng: -86.690867), Route carried "on" structure: County highway 39, Year Built: 2006, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 770 (year 2040), Design Load: HS 20, Features Intersected: TOM'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 84.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 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 desirable criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $460,000, Roadway Improvement Cost: $46,000, Total Project Cost: $506,000 ( Estimate for 2022)
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Structure Number: 19299, Location: .5 MI SO. CR 74 * CR 69 (Lat: 33.278731, Lng: -86.652658), Route carried "on" structure: County highway , Year Built: 2003, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10 (year 2020), Average Future Daily Traffic: 14 (year 2040), Features Intersected: SO. FORK YELLO LEAK CK, Facility Carried by Structure: TRAILS END ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 14.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $14,000, Total Project Cost: $149,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 19299, Location: .5 MI SO. CR 74 * CR 69 (Lat: 33.278731, Lng: -86.652658), Route carried "on" structure: County highway , Year Built: 2003, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10 (year 2020), Average Future Daily Traffic: 14 (year 2040), Features Intersected: SO. FORK YELLO LEAK CK, Facility Carried by Structure: TRAILS END ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 14.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $14,000, Total Project Cost: $149,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 19426, Location: .5 MI. SO. CR 69 (Lat: 33.296683, Lng: -86.676236), Route carried "on" structure: County highway 39, Year Built: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,240 (year 2040), Design Load: HS 20, Features Intersected: UT TO BOLIVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $411,000, Roadway Improvement Cost: $41,000, Total Project Cost: $452,000 ( Estimate for 2022)
Structure Number: 19426, Location: .5 MI. SO. CR 69 (Lat: 33.296683, Lng: -86.676236), Route carried "on" structure: County highway 39, Year Built: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,240 (year 2040), Design Load: HS 20, Features Intersected: UT TO BOLIVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $411,000, Roadway Improvement Cost: $41,000, Total Project Cost: $452,000 ( Estimate for 2022)
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Structure Number: 19779, Location: CHELSEA PARK SUBDIVISION (Lat: 33.338314, Lng: -86.582864), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 7.85m (25.75ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,050 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: CHELSEA PARK DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.86m (29.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $2,917,000, Roadway Improvement Cost: $292,000, Total Project Cost: $3,209,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19779, Location: CHELSEA PARK SUBDIVISION (Lat: 33.338314, Lng: -86.582864), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 7.85m (25.75ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,050 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: CHELSEA PARK DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.86m (29.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $2,917,000, Roadway Improvement Cost: $292,000, Total Project Cost: $3,209,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19936, Location: 2.6 MI EAST CR 49 (Lat: 33.325314, Lng: -86.579692), Route carried "on" structure: County highway 32, Year Built: 2007, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 700 (year 2041), Design Load: HS 20, Features Intersected: N. FORK YELLOWLEAK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $30,000, Total Project Cost: $330,000 ( Estimate for 2022)
Structure Number: 19936, Location: 2.6 MI EAST CR 49 (Lat: 33.325314, Lng: -86.579692), Route carried "on" structure: County highway 32, Year Built: 2007, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 700 (year 2041), Design Load: HS 20, Features Intersected: N. FORK YELLOWLEAK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $30,000, Total Project Cost: $330,000 ( Estimate for 2022)
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Structure Number: 20084, Location: LIME CREEK SUBDIVISION (Lat: 33.290033, Lng: -86.665458), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20 (year 2022), Average Future Daily Traffic: 28 (year 2042), Design Load: HS 20, Features Intersected: BOLIVAR CREEK, Facility Carried by Structure: LIME CREEK WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $592,000, Roadway Improvement Cost: $59,000, Total Project Cost: $651,000 ( Estimate for 2022)
Structure Number: 20084, Location: LIME CREEK SUBDIVISION (Lat: 33.290033, Lng: -86.665458), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20 (year 2022), Average Future Daily Traffic: 28 (year 2042), Design Load: HS 20, Features Intersected: BOLIVAR CREEK, Facility Carried by Structure: LIME CREEK WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $592,000, Roadway Improvement Cost: $59,000, Total Project Cost: $651,000 ( Estimate for 2022)
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Structure Number: 20085, Location: CHELSEA PARK SUBDIVISION (Lat: 33.326344, Lng: -86.580367), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 20 (year 2022), Average Future Daily Traffic: 28 (year 2042), Design Load: HS 20, Features Intersected: UT TO YELLOWLEAF CK, Facility Carried by Structure: CHELSEA PARK TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.9 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $846,000, Roadway Improvement Cost: $85,000, Total Project Cost: $931,000 ( Estimate for 2022)
Structure Number: 20085, Location: CHELSEA PARK SUBDIVISION (Lat: 33.326344, Lng: -86.580367), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 20 (year 2022), Average Future Daily Traffic: 28 (year 2042), Design Load: HS 20, Features Intersected: UT TO YELLOWLEAF CK, Facility Carried by Structure: CHELSEA PARK TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.9 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $846,000, Roadway Improvement Cost: $85,000, Total Project Cost: $931,000 ( Estimate for 2022)
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Structure Number: 20159, Location: NARROWS SUBDIVISION (Lat: 33.368289, Lng: -86.665250), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,260 (year 2040), Design Load: HS 20, Features Intersected: BRANCH OF YELLOWLEAF CK, Facility Carried by Structure: NARROWS WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,499,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,649,000 ( Estimate for 2022)
Structure Number: 20159, Location: NARROWS SUBDIVISION (Lat: 33.368289, Lng: -86.665250), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,260 (year 2040), Design Load: HS 20, Features Intersected: BRANCH OF YELLOWLEAF CK, Facility Carried by Structure: NARROWS WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,499,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,649,000 ( Estimate for 2022)
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Structure Number: 21423, Location: 0.1 mi. from CR 69 (Lat: 33.293039, Lng: -86.659483), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 28 (year 2042), Design Load: HS 20, Features Intersected: Carriage Creek, Facility Carried by Structure: Carr. creek pky
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than 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: Febuary 2022, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $52,000, Total Project Cost: $569,000 ( Estimate for 2022)
Structure Number: 21423, Location: 0.1 mi. from CR 69 (Lat: 33.293039, Lng: -86.659483), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 28 (year 2042), Design Load: HS 20, Features Intersected: Carriage Creek, Facility Carried by Structure: Carr. creek pky
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than 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: Febuary 2022, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $52,000, Total Project Cost: $569,000 ( Estimate for 2022)