Bridge Statistics for Cleveland, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 269ft / 81.8mTotal length
- $22,293,000Total costs
- 33,941Total average daily traffic
- 1,587Total average daily truck traffic
- 45,399Total future (year 2028) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Cleveland
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11940-1949
- 31950-1959
- 31960-1969
- 31970-1979
- 11980-1989
- 22000-2009
- Bridge Condition - Deck
- 16.7%Very good
- 25.0%Good
- 41.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 8.3%Very good
- 25.0%Good
- 41.7%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 8.3%Very good
- 16.7%Good
- 33.3%Satisfactory
- 25.0%Fair
- 16.7%Poor
- Bridge Condition - Channel
- 7.1%Very good
- 14.3%Good
- 35.7%Satisfactory
- 42.9%Fair
- Bridge Condition - Culverts
- 25.0%Good
- 25.0%Satisfactory
- 50.0%Fair
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Structure Number: 1644, Location: 1 MI W OF CLEVELAND (Lat: 33.997456, Lng: -86.601406), Route carried "on" structure: County highway 123, Year Built: 1937, Status: Closed, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 324 (year 2019), Average Future Daily Traffic: 437 (year 2039), Features Intersected: LOCUST FORK RIVER, Facility Carried by Structure: SWANN BRIDGE ROAD
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 10.25m (33.63ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $1,406,000, Roadway Improvement Cost: $141,000, Total Project Cost: $1,547,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1644, Location: 1 MI W OF CLEVELAND (Lat: 33.997456, Lng: -86.601406), Route carried "on" structure: County highway 123, Year Built: 1937, Status: Closed, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 324 (year 2019), Average Future Daily Traffic: 437 (year 2039), Features Intersected: LOCUST FORK RIVER, Facility Carried by Structure: SWANN BRIDGE ROAD
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 10.25m (33.63ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $1,406,000, Roadway Improvement Cost: $141,000, Total Project Cost: $1,547,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 202, Location: 1.6 MI SO ST RT AL 160 (Lat: 33.991667, Lng: -86.548333), Route carried "on" structure: US 231, Year Built: 1939, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,460 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 8,397 (year 2041), Features Intersected: ANDY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 418.487, Lanes on structure: 2, Owner: State 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: Fair, Operating Rating: 60.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $35,000, Total Project Cost: $388,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 202, Location: 1.6 MI SO ST RT AL 160 (Lat: 33.991667, Lng: -86.548333), Route carried "on" structure: US 231, Year Built: 1939, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,460 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 8,397 (year 2041), Features Intersected: ANDY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 418.487, Lanes on structure: 2, Owner: State 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: Fair, Operating Rating: 60.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $35,000, Total Project Cost: $388,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2022, Location: US 231 * DRY BRANCH (Lat: 33.990833, Lng: -86.566111), Route carried "on" structure: US 231, Year Built: 1939, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 6,460 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 8,397 (year 2041), Design Load: H 15, Features Intersected: DRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 420.139, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.7 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $42,000, Total Project Cost: $461,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2022, Location: US 231 * DRY BRANCH (Lat: 33.990833, Lng: -86.566111), Route carried "on" structure: US 231, Year Built: 1939, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 6,460 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 8,397 (year 2041), Design Load: H 15, Features Intersected: DRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 420.139, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.7 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $42,000, Total Project Cost: $461,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3337, Location: 1/2 MI W OF CLEVELAND (Lat: 33.995539, Lng: -86.600739), Route carried "on" structure: County highway 123, Year Built: 1948, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 324 (year 2020), Average Future Daily Traffic: 481 (year 2040), Features Intersected: UNK CREEK TO LOCUST FORK, Facility Carried by Structure: SWANN BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 2.8m (9.2ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $12,000, Total Project Cost: $133,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 3337, Location: 1/2 MI W OF CLEVELAND (Lat: 33.995539, Lng: -86.600739), Route carried "on" structure: County highway 123, Year Built: 1948, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 324 (year 2020), Average Future Daily Traffic: 481 (year 2040), Features Intersected: UNK CREEK TO LOCUST FORK, Facility Carried by Structure: SWANN BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 2.8m (9.2ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $12,000, Total Project Cost: $133,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 4659, Location: .9 MI. SO. AL 160 (Lat: 33.971111, Lng: -86.588889), Route carried "on" structure: State highway 79, Year Built: 1953, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 4,480 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 5,402 (year 2041), Design Load: H 15, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.932, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.87m (25.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,510,000, Roadway Improvement Cost: $151,000, Total Project Cost: $1,661,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4659, Location: .9 MI. SO. AL 160 (Lat: 33.971111, Lng: -86.588889), Route carried "on" structure: State highway 79, Year Built: 1953, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 4,480 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 5,402 (year 2041), Design Load: H 15, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.932, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.87m (25.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,510,000, Roadway Improvement Cost: $151,000, Total Project Cost: $1,661,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 672, Location: 3 1/2 MI SW OF ROSA (Lat: 33.952736, Lng: -86.545928), Route carried "on" structure: County highway 33, Year Built: 1959, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 598 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 888 (year 2040), Design Load: H 15, Features Intersected: CHITWOOD CREEK AT EASLEY
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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $788,000, Roadway Improvement Cost: $79,000, Total Project Cost: $867,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 672, Location: 3 1/2 MI SW OF ROSA (Lat: 33.952736, Lng: -86.545928), Route carried "on" structure: County highway 33, Year Built: 1959, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 598 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 888 (year 2040), Design Load: H 15, Features Intersected: CHITWOOD CREEK AT EASLEY
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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $788,000, Roadway Improvement Cost: $79,000, Total Project Cost: $867,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6722, Location: EASLEY (Lat: 33.956544, Lng: -86.543272), Route carried "on" structure: County highway 33, Year Built: 1959, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 609 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 906 (year 2040), Design Load: H 15, Features Intersected: CHITWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.6 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $428,000, Roadway Improvement Cost: $43,000, Total Project Cost: $471,000 ( Estimate for 2022)
Structure Number: 6722, Location: EASLEY (Lat: 33.956544, Lng: -86.543272), Route carried "on" structure: County highway 33, Year Built: 1959, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 609 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 906 (year 2040), Design Load: H 15, Features Intersected: CHITWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.6 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $428,000, Roadway Improvement Cost: $43,000, Total Project Cost: $471,000 ( Estimate for 2022)
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Structure Number: 7498, Location: 1/2 MI E OF FIVE POINTS (Lat: 34.018533, Lng: -86.543700), Route carried "on" structure: County highway 187, Year Built: 1961, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 146 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 216 (year 2040), Features Intersected: DRY CREEK, Facility Carried by Structure: DRY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.1 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $18,000, Total Project Cost: $195,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7498, Location: 1/2 MI E OF FIVE POINTS (Lat: 34.018533, Lng: -86.543700), Route carried "on" structure: County highway 187, Year Built: 1961, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 146 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 216 (year 2040), Features Intersected: DRY CREEK, Facility Carried by Structure: DRY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.1 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $18,000, Total Project Cost: $195,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8206, Location: 2.37 MI.N. AL.49 (Lat: 32.448278, Lng: -85.752275), Route carried "on" structure: County highway 36, Year Built: 1964, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 581 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 1,036 (year 2028), Design Load: HS 20, Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.40m (34.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,997,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,197,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8206, Location: 2.37 MI.N. AL.49 (Lat: 32.448278, Lng: -85.752275), Route carried "on" structure: County highway 36, Year Built: 1964, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 581 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 1,036 (year 2028), Design Load: HS 20, Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.40m (34.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,997,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,197,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1086, Location: 7.2 MI E JCT AL 46 (Lat: 33.663597, Lng: -85.383728), Route carried "on" structure: County highway 20, Year Built: 1973, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 212 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 297 (year 2040), Design Load: HS 20, Features Intersected: I-20, Facility Carried by Structure: CO RD 66
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 212.400, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 64.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.84m (35.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,156,000, Roadway Improvement Cost: $216,000, Total Project Cost: $2,372,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1086, Location: 7.2 MI E JCT AL 46 (Lat: 33.663597, Lng: -85.383728), Route carried "on" structure: County highway 20, Year Built: 1973, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 212 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 297 (year 2040), Design Load: HS 20, Features Intersected: I-20, Facility Carried by Structure: CO RD 66
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 212.400, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 64.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.84m (35.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,156,000, Roadway Improvement Cost: $216,000, Total Project Cost: $2,372,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11505, Location: 1 MI W OF EASLEY (Lat: 33.954761, Lng: -86.558003), Route carried "on" structure: County highway 1, Year Built: 1975, Status: Open, Structure Length: 12.37m (40.58ft), Average Daily Traffic: 2,984 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,434 (year 2041), Design Load: H 20, Features Intersected: CALVERT PRONG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.21m (43.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,446,000, Roadway Improvement Cost: $245,000, Total Project Cost: $2,691,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11505, Location: 1 MI W OF EASLEY (Lat: 33.954761, Lng: -86.558003), Route carried "on" structure: County highway 1, Year Built: 1975, Status: Open, Structure Length: 12.37m (40.58ft), Average Daily Traffic: 2,984 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,434 (year 2041), Design Load: H 20, Features Intersected: CALVERT PRONG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.21m (43.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,446,000, Roadway Improvement Cost: $245,000, Total Project Cost: $2,691,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11506, Location: 1 MI S OF CLEVELAND (Lat: 33.975856, Lng: -86.574992), Route carried "on" structure: County highway 1, Year Built: 1975, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,926 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,348 (year 2040), Design Load: H 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 58.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,260,000, Roadway Improvement Cost: $126,000, Total Project Cost: $1,386,000 ( Estimate for 2022)
Structure Number: 11506, Location: 1 MI S OF CLEVELAND (Lat: 33.975856, Lng: -86.574992), Route carried "on" structure: County highway 1, Year Built: 1975, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,926 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,348 (year 2040), Design Load: H 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 58.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,260,000, Roadway Improvement Cost: $126,000, Total Project Cost: $1,386,000 ( Estimate for 2022)
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Structure Number: 18188, Location: 2.7 MI. NO. AL 160 (Lat: 34.023194, Lng: -86.574186), Route carried "on" structure: US 231, Year Built: 2007, Status: Open, Structure Length: 16.46m (54.00ft), Average Daily Traffic: 6,730 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 8,748 (year 2041), Design Load: HS 20, Features Intersected: LOCUST FK OF WARRIOR RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 424.711, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 17.20m (56.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $5,425,000, Roadway Improvement Cost: $543,000, Total Project Cost: $5,968,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18188, Location: 2.7 MI. NO. AL 160 (Lat: 34.023194, Lng: -86.574186), Route carried "on" structure: US 231, Year Built: 2007, Status: Open, Structure Length: 16.46m (54.00ft), Average Daily Traffic: 6,730 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 8,748 (year 2041), Design Load: HS 20, Features Intersected: LOCUST FK OF WARRIOR RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 424.711, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 17.20m (56.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $5,425,000, Roadway Improvement Cost: $543,000, Total Project Cost: $5,968,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19263, Location: SOUTHERN PINES SUBDIVISIO (Lat: 33.405942, Lng: -86.686294), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 700 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 980 (year 2042), Design Load: HS 20, Features Intersected: DRAINAGE DITCH FROM LAKE, Facility Carried by Structure: TALL TIMBER 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: 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: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $435,000, Roadway Improvement Cost: $44,000, Total Project Cost: $479,000 ( Estimate for 2022)
Structure Number: 19263, Location: SOUTHERN PINES SUBDIVISIO (Lat: 33.405942, Lng: -86.686294), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 700 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 980 (year 2042), Design Load: HS 20, Features Intersected: DRAINAGE DITCH FROM LAKE, Facility Carried by Structure: TALL TIMBER 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: 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: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $435,000, Roadway Improvement Cost: $44,000, Total Project Cost: $479,000 ( Estimate for 2022)
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Structure Number: 19409, Location: 6.0 MILES SO HWY80W (Lat: 32.319119, Lng: -85.919544), Route carried "on" structure: County highway 9, Year Built: 2005, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 251 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2035), Design Load: HS 20, Features Intersected: OLD TOWN CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.89m (19.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,211,000, Roadway Improvement Cost: $121,000, Total Project Cost: $1,332,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19409, Location: 6.0 MILES SO HWY80W (Lat: 32.319119, Lng: -85.919544), Route carried "on" structure: County highway 9, Year Built: 2005, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 251 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2035), Design Load: HS 20, Features Intersected: OLD TOWN CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.89m (19.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,211,000, Roadway Improvement Cost: $121,000, Total Project Cost: $1,332,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20723, Location: 1/2 MI NE OF FIVE PTS (Lat: 34.019747, Lng: -86.540908), Route carried "on" structure: County highway 188, Year Built: 1961, Year Reconstructed: 2013, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 156 (year 2021), Average Future Daily Traffic: 232 (year 2041), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: MTN GAP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $13,000, Total Project Cost: $145,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20723, Location: 1/2 MI NE OF FIVE PTS (Lat: 34.019747, Lng: -86.540908), Route carried "on" structure: County highway 188, Year Built: 1961, Year Reconstructed: 2013, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 156 (year 2021), Average Future Daily Traffic: 232 (year 2041), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: MTN GAP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $13,000, Total Project Cost: $145,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place