Bridge Statistics for Brantley, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 184ft / 55.7mTotal length
- $23,664,000Total costs
- 33,172Total average daily traffic
- 4,413Total average daily truck traffic
- 45,016Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Brantley
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 11940-1949
- 31950-1959
- 21960-1969
- 21970-1979
- 31980-1989
- 61990-1999
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 60.0%Good
- 40.0%Satisfactory
- Bridge Condition - Superstructure
- 20.0%Very good
- 20.0%Good
- 60.0%Satisfactory
- Bridge Condition - Substructure
- 20.0%Very good
- 20.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 15.0%Very good
- 30.0%Good
- 25.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Culverts
- 46.7%Good
- 53.3%Satisfactory
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Structure Number: 1683, Location: 0.5 MI.S. SR 106 (Lat: 31.557667, Lng: -86.301017), Route carried "on" structure: US 29, Year Built: 1923, Year Reconstructed: 1938, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,980 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,698 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.339, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: Good, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $31,000, Total Project Cost: $337,000 ( Estimate for 2022)
Structure Number: 1683, Location: 0.5 MI.S. SR 106 (Lat: 31.557667, Lng: -86.301017), Route carried "on" structure: US 29, Year Built: 1923, Year Reconstructed: 1938, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,980 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,698 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.339, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: Good, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $31,000, Total Project Cost: $337,000 ( Estimate for 2022)
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Structure Number: 1747, Location: 0.7 MI.N. SR 106 (Lat: 31.569967, Lng: -86.289017), Route carried "on" structure: US 29, Year Built: 1938, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,980 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,698 (year 2033), Design Load: H 15, Features Intersected: BUSHY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.150, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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 desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $762,000, Roadway Improvement Cost: $76,000, Total Project Cost: $838,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1747, Location: 0.7 MI.N. SR 106 (Lat: 31.569967, Lng: -86.289017), Route carried "on" structure: US 29, Year Built: 1938, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,980 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,698 (year 2033), Design Load: H 15, Features Intersected: BUSHY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.150, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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 desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $762,000, Roadway Improvement Cost: $76,000, Total Project Cost: $838,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2131, Location: BURNOUT RD. (Lat: 31.541728, Lng: -86.267622), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4 (year 2011), Average Future Daily Traffic: 7 (year 2033), Features Intersected: MORGAN BRANCH, Facility Carried by Structure: BURNOUT 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: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 7.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $155,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 2131, Location: BURNOUT RD. (Lat: 31.541728, Lng: -86.267622), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4 (year 2011), Average Future Daily Traffic: 7 (year 2033), Features Intersected: MORGAN BRANCH, Facility Carried by Structure: BURNOUT 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: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 7.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $155,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 5256, Location: S. GLENWOOD RD. (Lat: 31.591586, Lng: -86.239042), Route carried "on" structure: County highway 57, Year Built: 1955, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 700 (year 1993), Truck Traffic: 12%, Average Future Daily Traffic: 770 (year 2033), Design Load: H 10, Features Intersected: SPINCER BRANCH TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 48.7 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $242,000, Roadway Improvement Cost: $24,000, Total Project Cost: $266,000 ( Estimate for 2022)
Structure Number: 5256, Location: S. GLENWOOD RD. (Lat: 31.591586, Lng: -86.239042), Route carried "on" structure: County highway 57, Year Built: 1955, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 700 (year 1993), Truck Traffic: 12%, Average Future Daily Traffic: 770 (year 2033), Design Load: H 10, Features Intersected: SPINCER BRANCH TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 48.7 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $242,000, Roadway Improvement Cost: $24,000, Total Project Cost: $266,000 ( Estimate for 2022)
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Structure Number: 5257, Location: S. GLENWOOD RD. (Lat: 31.595186, Lng: -86.220706), Route carried "on" structure: County highway 57, Year Built: 1955, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 640 (year 1993), Truck Traffic: 12%, Average Future Daily Traffic: 704 (year 2033), Design Load: H 10, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $31,000, Total Project Cost: $337,000 ( Estimate for 2022)
Structure Number: 5257, Location: S. GLENWOOD RD. (Lat: 31.595186, Lng: -86.220706), Route carried "on" structure: County highway 57, Year Built: 1955, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 640 (year 1993), Truck Traffic: 12%, Average Future Daily Traffic: 704 (year 2033), Design Load: H 10, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $31,000, Total Project Cost: $337,000 ( Estimate for 2022)
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Structure Number: 8336, Location: MT. IDA RD. (Lat: 31.620675, Lng: -86.282508), Route carried "on" structure: County highway 41, Year Built: 1964, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 118 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 350 (year 2034), Design Load: H 10, Features Intersected: SHINGLEPILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 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: 13.6m (44.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $471,000, Roadway Improvement Cost: $47,000, Total Project Cost: $518,000 ( Estimate for 2022)
Structure Number: 8336, Location: MT. IDA RD. (Lat: 31.620675, Lng: -86.282508), Route carried "on" structure: County highway 41, Year Built: 1964, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 118 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 350 (year 2034), Design Load: H 10, Features Intersected: SHINGLEPILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 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: 13.6m (44.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $471,000, Roadway Improvement Cost: $47,000, Total Project Cost: $518,000 ( Estimate for 2022)
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Structure Number: 8337, Location: MT. IDA RD. (Lat: 31.620339, Lng: -86.270606), Route carried "on" structure: County highway 41, Year Built: 1964, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 320 (year 1993), Truck Traffic: 3%, Average Future Daily Traffic: 350 (year 2034), Design Load: H 10, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 41.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $559,000, Roadway Improvement Cost: $56,000, Total Project Cost: $615,000 ( Estimate for 2022)
Structure Number: 8337, Location: MT. IDA RD. (Lat: 31.620339, Lng: -86.270606), Route carried "on" structure: County highway 41, Year Built: 1964, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 320 (year 1993), Truck Traffic: 3%, Average Future Daily Traffic: 350 (year 2034), Design Load: H 10, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 41.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $559,000, Roadway Improvement Cost: $56,000, Total Project Cost: $615,000 ( Estimate for 2022)
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Structure Number: 11193, Location: .5 MI.N.JCT.SR 189 (Lat: 31.572883, Lng: -86.252283), Route carried "on" structure: US 331, Year Built: 1974, Status: Open, Structure Length: 25.57m (83.89ft), Average Daily Traffic: 6,100 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 8,479 (year 2033), Design Load: HS 20, Features Intersected: CONECUH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.468, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 17, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.57m (83.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $8,241,000, Roadway Improvement Cost: $824,000, Total Project Cost: $9,065,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11193, Location: .5 MI.N.JCT.SR 189 (Lat: 31.572883, Lng: -86.252283), Route carried "on" structure: US 331, Year Built: 1974, Status: Open, Structure Length: 25.57m (83.89ft), Average Daily Traffic: 6,100 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 8,479 (year 2033), Design Load: HS 20, Features Intersected: CONECUH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.468, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 17, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.57m (83.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $8,241,000, Roadway Improvement Cost: $824,000, Total Project Cost: $9,065,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11728, Location: 2 MI. N. OF BRANTLEY (Lat: 31.624917, Lng: -86.265083), Route carried "on" structure: US 331, Year Built: 1938, Year Reconstructed: 1999, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 6,190 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 8,604 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.542, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 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: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,245,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,370,000 ( Estimate for 2022)
Structure Number: 11728, Location: 2 MI. N. OF BRANTLEY (Lat: 31.624917, Lng: -86.265083), Route carried "on" structure: US 331, Year Built: 1938, Year Reconstructed: 1999, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 6,190 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 8,604 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.542, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 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: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,245,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,370,000 ( Estimate for 2022)
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Structure Number: 11942, Location: CLUB POND RD. (Lat: 31.563597, Lng: -86.237869), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 1993), Average Future Daily Traffic: 110 (year 2034), Features Intersected: MOODY MILL CREEK, Facility Carried by Structure: CLUB POND RD.
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 16.2m (53.1ft)
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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $442,000, Roadway Improvement Cost: $44,000, Total Project Cost: $486,000 ( Estimate for 2022)
Structure Number: 11942, Location: CLUB POND RD. (Lat: 31.563597, Lng: -86.237869), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 1993), Average Future Daily Traffic: 110 (year 2034), Features Intersected: MOODY MILL CREEK, Facility Carried by Structure: CLUB POND RD.
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 16.2m (53.1ft)
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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $442,000, Roadway Improvement Cost: $44,000, Total Project Cost: $486,000 ( Estimate for 2022)
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Structure Number: 12332, Location: CLUB POND RD. (Lat: 31.570717, Lng: -86.211983), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 50 (year 1993), Average Future Daily Traffic: 55 (year 2034), Design Load: H 15, Features Intersected: BRYAN MILL CREEK, Facility Carried by Structure: CLUB POND RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel 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: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $652,000, Roadway Improvement Cost: $65,000, Total Project Cost: $717,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12332, Location: CLUB POND RD. (Lat: 31.570717, Lng: -86.211983), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 50 (year 1993), Average Future Daily Traffic: 55 (year 2034), Design Load: H 15, Features Intersected: BRYAN MILL CREEK, Facility Carried by Structure: CLUB POND RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel 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: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $652,000, Roadway Improvement Cost: $65,000, Total Project Cost: $717,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 13788, Location: S. GLENWOOD RD. (Lat: 31.589933, Lng: -86.247825), Route carried "on" structure: County highway 57, Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 840 (year 1993), Truck Traffic: 12%, Average Future Daily Traffic: 924 (year 2033), Design Load: H 10, Features Intersected: SPINCER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 78.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $344,000, Roadway Improvement Cost: $34,000, Total Project Cost: $378,000 ( Estimate for 2022)
Structure Number: 13788, Location: S. GLENWOOD RD. (Lat: 31.589933, Lng: -86.247825), Route carried "on" structure: County highway 57, Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 840 (year 1993), Truck Traffic: 12%, Average Future Daily Traffic: 924 (year 2033), Design Load: H 10, Features Intersected: SPINCER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 78.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $344,000, Roadway Improvement Cost: $34,000, Total Project Cost: $378,000 ( Estimate for 2022)
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Structure Number: 14475, Location: TURNER HILL RD. (Lat: 31.576631, Lng: -86.299306), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 60 (year 1993), Average Future Daily Traffic: 66 (year 2034), Design Load: HS 20, Features Intersected: BRUSHY CREEK, Facility Carried by Structure: TURNER HILL RD.
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 72.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $32,000, Total Project Cost: $355,000 ( Estimate for 2022)
Structure Number: 14475, Location: TURNER HILL RD. (Lat: 31.576631, Lng: -86.299306), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 60 (year 1993), Average Future Daily Traffic: 66 (year 2034), Design Load: HS 20, Features Intersected: BRUSHY CREEK, Facility Carried by Structure: TURNER HILL RD.
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 72.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $32,000, Total Project Cost: $355,000 ( Estimate for 2022)
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Structure Number: 15243, Location: 1.0 MI. S. U.S. 331 (Lat: 31.557567, Lng: -86.234383), Route carried "on" structure: State highway 189, Year Built: 1990, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 910 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,211 (year 2033), Design Load: HS 20, Features Intersected: MOODY'S MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.784, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 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: 1.53m (5.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $460,000, Roadway Improvement Cost: $46,000, Total Project Cost: $506,000 ( Estimate for 2022)
Structure Number: 15243, Location: 1.0 MI. S. U.S. 331 (Lat: 31.557567, Lng: -86.234383), Route carried "on" structure: State highway 189, Year Built: 1990, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 910 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,211 (year 2033), Design Load: HS 20, Features Intersected: MOODY'S MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.784, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 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: 1.53m (5.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $460,000, Roadway Improvement Cost: $46,000, Total Project Cost: $506,000 ( Estimate for 2022)
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Structure Number: 15511, Location: MITCHELL RD. (Lat: 31.608903, Lng: -86.306561), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 30 (year 1993), Average Future Daily Traffic: 35 (year 2034), Design Load: HS 20, Features Intersected: BUSHY CREEK TRIBUTARY, Facility Carried by Structure: MITCHELL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.8 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $27,000, Total Project Cost: $297,000 ( Estimate for 2022)
Structure Number: 15511, Location: MITCHELL RD. (Lat: 31.608903, Lng: -86.306561), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 30 (year 1993), Average Future Daily Traffic: 35 (year 2034), Design Load: HS 20, Features Intersected: BUSHY CREEK TRIBUTARY, Facility Carried by Structure: MITCHELL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.8 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $27,000, Total Project Cost: $297,000 ( Estimate for 2022)
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Structure Number: 1649, Location: 1.9 MI.N. SR.106 (Lat: 31.580400, Lng: -86.274983), Route carried "on" structure: US 29, Year Built: 1996, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,980 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,698 (year 2033), Design Load: HS 20, Features Intersected: DRY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.972, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $728,000, Roadway Improvement Cost: $73,000, Total Project Cost: $801,000 ( Estimate for 2022)
Structure Number: 1649, Location: 1.9 MI.N. SR.106 (Lat: 31.580400, Lng: -86.274983), Route carried "on" structure: US 29, Year Built: 1996, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,980 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,698 (year 2033), Design Load: HS 20, Features Intersected: DRY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.972, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $728,000, Roadway Improvement Cost: $73,000, Total Project Cost: $801,000 ( Estimate for 2022)
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Structure Number: 16491, Location: S CITY LIMITS BRANTLEY (Lat: 31.580983, Lng: -86.271917), Route carried "on" structure: US 29, Year Built: 1996, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 2,560 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 3,489 (year 2033), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.274, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.52m (27.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,454,000, Roadway Improvement Cost: $245,000, Total Project Cost: $2,699,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16491, Location: S CITY LIMITS BRANTLEY (Lat: 31.580983, Lng: -86.271917), Route carried "on" structure: US 29, Year Built: 1996, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 2,560 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 3,489 (year 2033), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.274, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.52m (27.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,454,000, Roadway Improvement Cost: $245,000, Total Project Cost: $2,699,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 166, Location: 0.5 MI N JCT SR 106 (Lat: 31.567150, Lng: -86.291817), Route carried "on" structure: State highway 15, Year Built: 1998, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,980 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,698 (year 2033), Design Load: HS 20, Features Intersected: BUSHY CREEK, Facility Carried by Structure: US 29 MP 70.029
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 112.701, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 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: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $959,000, Roadway Improvement Cost: $96,000, Total Project Cost: $1,055,000 ( Estimate for 2022)
Structure Number: 166, Location: 0.5 MI N JCT SR 106 (Lat: 31.567150, Lng: -86.291817), Route carried "on" structure: State highway 15, Year Built: 1998, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,980 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,698 (year 2033), Design Load: HS 20, Features Intersected: BUSHY CREEK, Facility Carried by Structure: US 29 MP 70.029
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 112.701, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 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: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $959,000, Roadway Improvement Cost: $96,000, Total Project Cost: $1,055,000 ( Estimate for 2022)
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Structure Number: 17584, Location: 2.4 MI.N. OF BRANTLEY (Lat: 31.630317, Lng: -86.265200), Route carried "on" structure: US 331, Year Built: 1999, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 6,190 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 8,604 (year 2033), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.218, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 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: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,306,000, Roadway Improvement Cost: $231,000, Total Project Cost: $2,537,000 ( Estimate for 2022)
Structure Number: 17584, Location: 2.4 MI.N. OF BRANTLEY (Lat: 31.630317, Lng: -86.265200), Route carried "on" structure: US 331, Year Built: 1999, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 6,190 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 8,604 (year 2033), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.218, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 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: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,306,000, Roadway Improvement Cost: $231,000, Total Project Cost: $2,537,000 ( Estimate for 2022)
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Structure Number: 19966, Location: S. GLENWOOD RD (Lat: 31.604842, Lng: -86.205803), Route carried "on" structure: County highway 57, Year Built: 1955, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 440 (year 1993), Truck Traffic: 12%, Average Future Daily Traffic: 466 (year 2033), Design Load: HS 20, Features Intersected: BUCK 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: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $30,000, Total Project Cost: $332,000 ( Estimate for 2022)
Structure Number: 19966, Location: S. GLENWOOD RD (Lat: 31.604842, Lng: -86.205803), Route carried "on" structure: County highway 57, Year Built: 1955, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 440 (year 1993), Truck Traffic: 12%, Average Future Daily Traffic: 466 (year 2033), Design Load: HS 20, Features Intersected: BUCK 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: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $30,000, Total Project Cost: $332,000 ( Estimate for 2022)