Bridge Statistics for Luverne, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 197ft / 60.1mTotal length
- $26,153,000Total costs
- 36,647Total average daily traffic
- 3,188Total average daily truck traffic
- 51,050Total future (year 2028) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Luverne
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11950-1959
- 11980-1989
- 41990-1999
- 62000-2009
- 22010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 11.1%Excellent
- 11.1%Very good
- 66.7%Good
- 11.1%Satisfactory
- Bridge Condition - Superstructure
- 22.2%Very good
- 44.4%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 11.1%Excellent
- 22.2%Very good
- 44.4%Good
- 22.2%Satisfactory
- Bridge Condition - Channel
- 5.9%Excellent
- 17.6%Very good
- 41.2%Good
- 23.5%Satisfactory
- 11.8%Fair
- Bridge Condition - Culverts
- 25.0%Excellent
- 62.5%Good
- 12.5%Satisfactory
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Structure Number: 4065, Location: 1 MILE S LUVERNE (Lat: 31.690678, Lng: -86.281508), Route carried "on" structure: City street 39, Year Built: 1951, Status: Posted for load, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 325 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 385 (year 2037), Design Load: H 10, Features Intersected: BEAVER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.0m (16.4ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.73m (12.24ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $588,000, Roadway Improvement Cost: $59,000, Total Project Cost: $647,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4065, Location: 1 MILE S LUVERNE (Lat: 31.690678, Lng: -86.281508), Route carried "on" structure: City street 39, Year Built: 1951, Status: Posted for load, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 325 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 385 (year 2037), Design Load: H 10, Features Intersected: BEAVER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.0m (16.4ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.73m (12.24ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $588,000, Roadway Improvement Cost: $59,000, Total Project Cost: $647,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7846, Location: .2 MI.S.CRENSHAW 6 (Lat: 31.705417, Lng: -86.264050), Route carried "on" structure: US 331, Year Built: 1938, Year Reconstructed: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,590 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 17,500 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.622, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 86.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $586,000 ( Estimate for 2022)
Structure Number: 7846, Location: .2 MI.S.CRENSHAW 6 (Lat: 31.705417, Lng: -86.264050), Route carried "on" structure: US 331, Year Built: 1938, Year Reconstructed: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,590 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 17,500 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.622, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 86.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $586,000 ( Estimate for 2022)
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Structure Number: 11729, Location: 3.5 MI.N.OF BRANTLEY (Lat: 31.642483, Lng: -86.264717), Route carried "on" structure: US 331, Year Built: 1938, Year Reconstructed: 1999, Status: Open, Structure Length: 0.94m (3.08ft), 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: 78.547, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.5 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: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,486,000, Roadway Improvement Cost: $149,000, Total Project Cost: $1,635,000 ( Estimate for 2022)
Structure Number: 11729, Location: 3.5 MI.N.OF BRANTLEY (Lat: 31.642483, Lng: -86.264717), Route carried "on" structure: US 331, Year Built: 1938, Year Reconstructed: 1999, Status: Open, Structure Length: 0.94m (3.08ft), 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: 78.547, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.5 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: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,486,000, Roadway Improvement Cost: $149,000, Total Project Cost: $1,635,000 ( Estimate for 2022)
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Structure Number: 12333, Location: POND CREEK ROAD (Lat: 31.773297, Lng: -86.268272), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 60 (year 1993), Average Future Daily Traffic: 66 (year 2033), Design Load: H 15, Features Intersected: POND CREEK, Facility Carried by Structure: POND CREEK 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: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, 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: 12333, Location: POND CREEK ROAD (Lat: 31.773297, Lng: -86.268272), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 60 (year 1993), Average Future Daily Traffic: 66 (year 2033), Design Load: H 15, Features Intersected: POND CREEK, Facility Carried by Structure: POND CREEK 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: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, 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: 15176, Location: QUAIL TOWER RD. (Lat: 31.801614, Lng: -86.339047), Route carried "on" structure: County highway 31, Year Built: 1990, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 154 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 132 (year 2034), Design Load: HS 20, Features Intersected: MILL 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: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.47m (4.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $511,000, Roadway Improvement Cost: $51,000, Total Project Cost: $562,000 ( Estimate for 2022)
Structure Number: 15176, Location: QUAIL TOWER RD. (Lat: 31.801614, Lng: -86.339047), Route carried "on" structure: County highway 31, Year Built: 1990, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 154 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 132 (year 2034), Design Load: HS 20, Features Intersected: MILL 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: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.47m (4.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $511,000, Roadway Improvement Cost: $51,000, Total Project Cost: $562,000 ( Estimate for 2022)
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Structure Number: 16565, Location: LUVERNE (Lat: 31.713000, Lng: -86.262800), Route carried "on" structure: City street , Year Built: 1995, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 400 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2030), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: GLENWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $236,000, Roadway Improvement Cost: $24,000, Total Project Cost: $260,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16565, Location: LUVERNE (Lat: 31.713000, Lng: -86.262800), Route carried "on" structure: City street , Year Built: 1995, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 400 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2030), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: GLENWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $236,000, Roadway Improvement Cost: $24,000, Total Project Cost: $260,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17203, Location: LUVERNE (Lat: 31.683889, Lng: -86.235556), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 270 (year 2006), Truck Traffic: 25%, Average Future Daily Traffic: 378 (year 2030), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: S. HAWKINS AVE.
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.349, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 17203, Location: LUVERNE (Lat: 31.683889, Lng: -86.235556), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 270 (year 2006), Truck Traffic: 25%, Average Future Daily Traffic: 378 (year 2030), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: S. HAWKINS AVE.
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.349, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 17204, Location: LUVERNE (Lat: 31.706500, Lng: -86.266500), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 270 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 378 (year 2030), Design Load: HS 20, Features Intersected: JONES CREEK, Facility Carried by Structure: WOODFORD AVE.
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.309, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $30,000, Total Project Cost: $334,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 17204, Location: LUVERNE (Lat: 31.706500, Lng: -86.266500), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 270 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 378 (year 2030), Design Load: HS 20, Features Intersected: JONES CREEK, Facility Carried by Structure: WOODFORD AVE.
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.309, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $30,000, Total Project Cost: $334,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18347, Location: PETREY HWY. (Lat: 31.735144, Lng: -86.240469), Route carried "on" structure: County highway 59, Year Built: 2002, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,069 (year 2001), Truck Traffic: 46%, Average Future Daily Traffic: 1,590 (year 2033), Features Intersected: CORNETT MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.05m (6.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $544,000, Roadway Improvement Cost: $54,000, Total Project Cost: $598,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18347, Location: PETREY HWY. (Lat: 31.735144, Lng: -86.240469), Route carried "on" structure: County highway 59, Year Built: 2002, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,069 (year 2001), Truck Traffic: 46%, Average Future Daily Traffic: 1,590 (year 2033), Features Intersected: CORNETT MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.05m (6.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $544,000, Roadway Improvement Cost: $54,000, Total Project Cost: $598,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18541, Location: PETREY HWY. (Lat: 31.774931, Lng: -86.219119), Route carried "on" structure: County highway 59, Year Built: 2003, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 850 (year 2002), Average Future Daily Traffic: 1,000 (year 2033), Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 76.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.51m (8.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $782,000, Roadway Improvement Cost: $78,000, Total Project Cost: $860,000 ( Estimate for 2022)
Structure Number: 18541, Location: PETREY HWY. (Lat: 31.774931, Lng: -86.219119), Route carried "on" structure: County highway 59, Year Built: 2003, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 850 (year 2002), Average Future Daily Traffic: 1,000 (year 2033), Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 76.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.51m (8.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $782,000, Roadway Improvement Cost: $78,000, Total Project Cost: $860,000 ( Estimate for 2022)
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Structure Number: 18542, Location: PETREY HWY. (Lat: 31.773289, Lng: -86.219956), Route carried "on" structure: County highway 59, Year Built: 2003, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 850 (year 2002), Average Future Daily Traffic: 1,260 (year 2033), Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 67.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $745,000, Roadway Improvement Cost: $75,000, Total Project Cost: $820,000 ( Estimate for 2022)
Structure Number: 18542, Location: PETREY HWY. (Lat: 31.773289, Lng: -86.219956), Route carried "on" structure: County highway 59, Year Built: 2003, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 850 (year 2002), Average Future Daily Traffic: 1,260 (year 2033), Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 67.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $745,000, Roadway Improvement Cost: $75,000, Total Project Cost: $820,000 ( Estimate for 2022)
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Structure Number: 19354, Location: PETREY HIGHWAY (Lat: 31.780639, Lng: -86.223567), Route carried "on" structure: County highway 59, Year Built: 2006, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 950 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 1,415 (year 2033), Design Load: HS 20, Features Intersected: PATSALIGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 15.41m (50.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,276,000, Roadway Improvement Cost: $328,000, Total Project Cost: $3,604,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19354, Location: PETREY HIGHWAY (Lat: 31.780639, Lng: -86.223567), Route carried "on" structure: County highway 59, Year Built: 2006, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 950 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 1,415 (year 2033), Design Load: HS 20, Features Intersected: PATSALIGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 15.41m (50.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,276,000, Roadway Improvement Cost: $328,000, Total Project Cost: $3,604,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 202, Location: NORTH GLENWOOD RD. (Lat: 31.681606, Lng: -86.211922), Route carried "on" structure: County highway 6, Year Built: 2009, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,163 (year 2008), Average Future Daily Traffic: 1,770 (year 2033), Design Load: HS 20, Features Intersected: PROVIDENCE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, 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: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $680,000, Roadway Improvement Cost: $68,000, Total Project Cost: $748,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 202, Location: NORTH GLENWOOD RD. (Lat: 31.681606, Lng: -86.211922), Route carried "on" structure: County highway 6, Year Built: 2009, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,163 (year 2008), Average Future Daily Traffic: 1,770 (year 2033), Design Load: HS 20, Features Intersected: PROVIDENCE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, 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: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $680,000, Roadway Improvement Cost: $68,000, Total Project Cost: $748,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 20285, Location: GOURDNECK ROAD (Lat: 31.790947, Lng: -86.276953), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 75 (year 1993), Average Future Daily Traffic: 111 (year 2033), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: GOURDNECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $435,000, Roadway Improvement Cost: $44,000, Total Project Cost: $479,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 20285, Location: GOURDNECK ROAD (Lat: 31.790947, Lng: -86.276953), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 75 (year 1993), Average Future Daily Traffic: 111 (year 2033), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: GOURDNECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $435,000, Roadway Improvement Cost: $44,000, Total Project Cost: $479,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 20731, Location: PETREY HWY (Lat: 31.752431, Lng: -86.231525), Route carried "on" structure: County highway 59, Year Built: 2014, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 788 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 1,166 (year 2033), Design Load: HS 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $439,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20731, Location: PETREY HWY (Lat: 31.752431, Lng: -86.231525), Route carried "on" structure: County highway 59, Year Built: 2014, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 788 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 1,166 (year 2033), Design Load: HS 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $439,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21024, Location: County Lake Road (Lat: 31.651200, Lng: -86.267000), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 23 (year 2018), Average Future Daily Traffic: 34 (year 2028), Design Load: HS 20, Features Intersected: Dry Creek Tributary, Facility Carried by Structure: County Road 179
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Excellent, Operating Rating: 87.8 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.36m (4.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $362,000, Roadway Improvement Cost: $36,000, Total Project Cost: $398,000 ( Estimate for 2022)
Structure Number: 21024, Location: County Lake Road (Lat: 31.651200, Lng: -86.267000), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 23 (year 2018), Average Future Daily Traffic: 34 (year 2028), Design Load: HS 20, Features Intersected: Dry Creek Tributary, Facility Carried by Structure: County Road 179
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Excellent, Operating Rating: 87.8 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.36m (4.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $362,000, Roadway Improvement Cost: $36,000, Total Project Cost: $398,000 ( Estimate for 2022)
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Structure Number: 21358, Location: 0.9 mi S. of SR-10 (Lat: 31.724219, Lng: -86.277989), Route carried "on" structure: US 331, Year Built: 2021, Status: Open, Structure Length: 23.62m (77.49ft), Average Daily Traffic: 10,620 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 14,761 (year 2033), Design Load: HL 93, Features Intersected: Patsaliga Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.770, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.5m (70.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 66.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.62m (77.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $11,986,000, Roadway Improvement Cost: $1,199,000, Total Project Cost: $13,185,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21358, Location: 0.9 mi S. of SR-10 (Lat: 31.724219, Lng: -86.277989), Route carried "on" structure: US 331, Year Built: 2021, Status: Open, Structure Length: 23.62m (77.49ft), Average Daily Traffic: 10,620 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 14,761 (year 2033), Design Load: HL 93, Features Intersected: Patsaliga Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.770, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.5m (70.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 66.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.62m (77.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $11,986,000, Roadway Improvement Cost: $1,199,000, Total Project Cost: $13,185,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place