Bridge Statistics for Hanceville, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 246ft / 74.6mTotal length
- $21,309,000Total costs
- 28,741Total average daily traffic
- 2,094Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hanceville
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 21940-1949
- 61950-1959
- 61960-1969
- 21970-1979
- 11980-1989
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 11970-1979
- Bridge Condition - Deck
- 7.1%Very good
- 14.3%Good
- 57.1%Satisfactory
- 14.3%Fair
- 7.1%Poor
- Bridge Condition - Superstructure
- 7.1%Very good
- 7.1%Good
- 50.0%Satisfactory
- 28.6%Fair
- 7.1%Poor
- Bridge Condition - Substructure
- 7.1%Very good
- 57.1%Satisfactory
- 28.6%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 11.1%Very good
- 11.1%Good
- 55.6%Satisfactory
- 22.2%Fair
- Bridge Condition - Culverts
- 80.0%Good
- 20.0%Satisfactory
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Structure Number: 2633, Location: 0.5 MI S JCT SR91 * US31 (Lat: 34.055000, Lng: -86.766667), Route carried "on" structure: US 31, Year Built: 1927, Year Reconstructed: 1942, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 5,529 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,741 (year 2040), Design Load: H 15, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 509.753, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.99m (19.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,422,000, Roadway Improvement Cost: $242,000, Total Project Cost: $2,664,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2633, Location: 0.5 MI S JCT SR91 * US31 (Lat: 34.055000, Lng: -86.766667), Route carried "on" structure: US 31, Year Built: 1927, Year Reconstructed: 1942, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 5,529 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,741 (year 2040), Design Load: H 15, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 509.753, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.99m (19.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,422,000, Roadway Improvement Cost: $242,000, Total Project Cost: $2,664,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2956, Location: CR 617 (Lat: 34.088772, Lng: -86.769500), Route carried "on" structure: County highway 63, Year Built: 1946, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 30 (year 1991), Average Future Daily Traffic: 35 (year 2035), Features Intersected: BRANCH, Facility Carried by Structure: Federal lands road 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $30,000, Total Project Cost: $332,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2956, Location: CR 617 (Lat: 34.088772, Lng: -86.769500), Route carried "on" structure: County highway 63, Year Built: 1946, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 30 (year 1991), Average Future Daily Traffic: 35 (year 2035), Features Intersected: BRANCH, Facility Carried by Structure: Federal lands road 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $30,000, Total Project Cost: $332,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4053, Location: CR 599 (Lat: 34.083808, Lng: -86.780489), Route carried "on" structure: County highway 33, Year Built: 1951, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 220 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2036), Design Load: H 15, Features Intersected: WHALEY MILL CREEK, Facility Carried by Structure: CR 599
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $32,000, Total Project Cost: $356,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4053, Location: CR 599 (Lat: 34.083808, Lng: -86.780489), Route carried "on" structure: County highway 33, Year Built: 1951, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 220 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2036), Design Load: H 15, Features Intersected: WHALEY MILL CREEK, Facility Carried by Structure: CR 599
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $32,000, Total Project Cost: $356,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4129, Location: 4 MI E JCT US31 * SR91 (Lat: 34.091858, Lng: -86.721539), Route carried "on" structure: State highway 91, Year Built: 1951, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 2,611 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,655 (year 2040), Design Load: H 15, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.761, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.8 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.11m (33.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,733,000, Roadway Improvement Cost: $173,000, Total Project Cost: $1,906,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4129, Location: 4 MI E JCT US31 * SR91 (Lat: 34.091858, Lng: -86.721539), Route carried "on" structure: State highway 91, Year Built: 1951, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 2,611 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,655 (year 2040), Design Load: H 15, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.761, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.8 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.11m (33.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,733,000, Roadway Improvement Cost: $173,000, Total Project Cost: $1,906,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4236, Location: 0.5 MI. W JCT. CO. RT. 43 (Lat: 34.085000, Lng: -86.771667), Route carried "on" structure: Spur County highway , Year Built: 1952, Status: Closed, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 30 (year 1991), Average Future Daily Traffic: 40 (year 2021), Features Intersected: L*N RAILROAD, Facility Carried by Structure: UNPAVED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: Railroad, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2001, Other Special Inspection Date: Febuary 2002, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $28,000, Total Project Cost: $309,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 4236, Location: 0.5 MI. W JCT. CO. RT. 43 (Lat: 34.085000, Lng: -86.771667), Route carried "on" structure: Spur County highway , Year Built: 1952, Status: Closed, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 30 (year 1991), Average Future Daily Traffic: 40 (year 2021), Features Intersected: L*N RAILROAD, Facility Carried by Structure: UNPAVED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: Railroad, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2001, Other Special Inspection Date: Febuary 2002, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $28,000, Total Project Cost: $309,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 5864, Location: 8 MI W OF BLOUNTSVILLE (Lat: 34.086344, Lng: -86.696417), Route carried "on" structure: County highway 47, Year Built: 1957, Status: Posted for load, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 1,463 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,174 (year 2041), Design Load: H 15, Features Intersected: MULBERRY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior 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: 10.87m (35.66ft), 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: $1,789,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,968,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5864, Location: 8 MI W OF BLOUNTSVILLE (Lat: 34.086344, Lng: -86.696417), Route carried "on" structure: County highway 47, Year Built: 1957, Status: Posted for load, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 1,463 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,174 (year 2041), Design Load: H 15, Features Intersected: MULBERRY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior 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: 10.87m (35.66ft), 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: $1,789,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,968,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5923, Location: Cr 747 double Bridge (Lat: 34.086678, Lng: -86.697533), Route carried "on" structure: County highway 47, Year Built: 1957, Status: Posted for load, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 200 (year 1991), Truck Traffic: 12%, Average Future Daily Traffic: 300 (year 2033), Design Load: H 15, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,217,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5923, Location: Cr 747 double Bridge (Lat: 34.086678, Lng: -86.697533), Route carried "on" structure: County highway 47, Year Built: 1957, Status: Posted for load, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 200 (year 1991), Truck Traffic: 12%, Average Future Daily Traffic: 300 (year 2033), Design Load: H 15, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,217,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6944, Location: CR 541 (Lat: 34.053697, Lng: -86.705792), Route carried "on" structure: County highway 10, Year Built: 1960, Status: Posted for load, Structure Length: 14.39m (47.21ft), Average Daily Traffic: 850 (year 1991), Truck Traffic: 15%, Average Future Daily Traffic: 1,200 (year 2035), Design Load: H 15, Features Intersected: WARRIOR RIVER, Facility Carried by Structure: CO. RT. 541
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 15.18m (49.80ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $2,498,000, Roadway Improvement Cost: $250,000, Total Project Cost: $2,748,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6944, Location: CR 541 (Lat: 34.053697, Lng: -86.705792), Route carried "on" structure: County highway 10, Year Built: 1960, Status: Posted for load, Structure Length: 14.39m (47.21ft), Average Daily Traffic: 850 (year 1991), Truck Traffic: 15%, Average Future Daily Traffic: 1,200 (year 2035), Design Load: H 15, Features Intersected: WARRIOR RIVER, Facility Carried by Structure: CO. RT. 541
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 15.18m (49.80ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $2,498,000, Roadway Improvement Cost: $250,000, Total Project Cost: $2,748,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6963, Location: Cr 616 West steel B (Lat: 34.088811, Lng: -86.789117), Route carried "on" structure: County highway 16, Year Built: 1960, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 160 (year 1991), Truck Traffic: 5%, Average Future Daily Traffic: 210 (year 2036), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 21.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $21,000, Total Project Cost: $229,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6963, Location: Cr 616 West steel B (Lat: 34.088811, Lng: -86.789117), Route carried "on" structure: County highway 16, Year Built: 1960, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 160 (year 1991), Truck Traffic: 5%, Average Future Daily Traffic: 210 (year 2036), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 21.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $21,000, Total Project Cost: $229,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6964, Location: Cr 616 TB East (Lat: 34.090233, Lng: -86.778131), Route carried "on" structure: County highway 16, Year Built: 1960, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 150 (year 1991), Truck Traffic: 9%, Average Future Daily Traffic: 225 (year 2036), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $217,000, Roadway Improvement Cost: $22,000, Total Project Cost: $239,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6964, Location: Cr 616 TB East (Lat: 34.090233, Lng: -86.778131), Route carried "on" structure: County highway 16, Year Built: 1960, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 150 (year 1991), Truck Traffic: 9%, Average Future Daily Traffic: 225 (year 2036), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $217,000, Roadway Improvement Cost: $22,000, Total Project Cost: $239,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 772, Location: CR 601 (Lat: 34.088750, Lng: -86.753478), Route carried "on" structure: County highway 43, Year Built: 1962, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 80 (year 1991), Average Future Daily Traffic: 120 (year 2030), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: Federal lands road 1
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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $42,000, Total Project Cost: $461,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 772, Location: CR 601 (Lat: 34.088750, Lng: -86.753478), Route carried "on" structure: County highway 43, Year Built: 1962, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 80 (year 1991), Average Future Daily Traffic: 120 (year 2030), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: Federal lands road 1
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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $42,000, Total Project Cost: $461,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9372, Location: Cr 532 (Lat: 34.046594, Lng: -86.737467), Route carried "on" structure: County highway 42, Year Built: 1967, Status: Posted for load, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 150 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 225 (year 2036), Features Intersected: BRANCH, Facility Carried by Structure: CR 532
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.75m (5.74ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $264,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9372, Location: Cr 532 (Lat: 34.046594, Lng: -86.737467), Route carried "on" structure: County highway 42, Year Built: 1967, Status: Posted for load, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 150 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 225 (year 2036), Features Intersected: BRANCH, Facility Carried by Structure: CR 532
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.75m (5.74ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $264,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9382, Location: CR 649 (Lat: 34.093369, Lng: -86.687461), Route carried "on" structure: County highway 49, Year Built: 1967, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 110 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 165 (year 2036), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $641,000, Roadway Improvement Cost: $64,000, Total Project Cost: $705,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9382, Location: CR 649 (Lat: 34.093369, Lng: -86.687461), Route carried "on" structure: County highway 49, Year Built: 1967, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 110 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 165 (year 2036), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $641,000, Roadway Improvement Cost: $64,000, Total Project Cost: $705,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1097, Location: CR 538 (Lat: 34.052372, Lng: -86.723542), Route carried "on" structure: County highway 42, Year Built: 1973, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 110 (year 1991), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2036), Design Load: H 15, Features Intersected: MUD CREEK, Facility Carried by Structure: CR 538
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 15.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.5 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: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $411,000, Roadway Improvement Cost: $41,000, Total Project Cost: $452,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 1097, Location: CR 538 (Lat: 34.052372, Lng: -86.723542), Route carried "on" structure: County highway 42, Year Built: 1973, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 110 (year 1991), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2036), Design Load: H 15, Features Intersected: MUD CREEK, Facility Carried by Structure: CR 538
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 15.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.5 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: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $411,000, Roadway Improvement Cost: $41,000, Total Project Cost: $452,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 11943, Location: Cr 518 (Lat: 34.054081, Lng: -86.782872), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 115 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 165 (year 2036), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: CR 518
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $236,000, Roadway Improvement Cost: $24,000, Total Project Cost: $260,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11943, Location: Cr 518 (Lat: 34.054081, Lng: -86.782872), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 115 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 165 (year 2036), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: CR 518
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $236,000, Roadway Improvement Cost: $24,000, Total Project Cost: $260,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13105, Location: Cr 747 (Lat: 34.125858, Lng: -86.734197), Route carried "on" structure: County highway 47, Year Built: 1947, Year Reconstructed: 1984, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,000 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 1,500 (year 2036), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, 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: 14.5m (47.6ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 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: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $42,000, Total Project Cost: $463,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13105, Location: Cr 747 (Lat: 34.125858, Lng: -86.734197), Route carried "on" structure: County highway 47, Year Built: 1947, Year Reconstructed: 1984, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,000 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 1,500 (year 2036), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, 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: 14.5m (47.6ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 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: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $42,000, Total Project Cost: $463,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14624, Location: 0.5 MI W JCT US 31 (Lat: 34.055000, Lng: -86.776667), Route carried "on" structure: State highway 91, Year Built: 1988, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,880 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,432 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.812, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $881,000, Roadway Improvement Cost: $88,000, Total Project Cost: $969,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14624, Location: 0.5 MI W JCT US 31 (Lat: 34.055000, Lng: -86.776667), Route carried "on" structure: State highway 91, Year Built: 1988, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,880 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,432 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.812, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $881,000, Roadway Improvement Cost: $88,000, Total Project Cost: $969,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18727, Location: 2.6 M. E. JCT 31* 91 (Lat: 34.082275, Lng: -86.737706), Route carried "on" structure: State highway 91, Year Built: 2014, Status: Open, Structure Length: 14.08m (46.19ft), Average Daily Traffic: 5,950 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,330 (year 2038), Design Load: HS 20, Features Intersected: BRINDLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.827, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 14.88m (48.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $4,795,000, Roadway Improvement Cost: $480,000, Total Project Cost: $5,275,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18727, Location: 2.6 M. E. JCT 31* 91 (Lat: 34.082275, Lng: -86.737706), Route carried "on" structure: State highway 91, Year Built: 2014, Status: Open, Structure Length: 14.08m (46.19ft), Average Daily Traffic: 5,950 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,330 (year 2038), Design Load: HS 20, Features Intersected: BRINDLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.827, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 14.88m (48.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $4,795,000, Roadway Improvement Cost: $480,000, Total Project Cost: $5,275,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18896, Location: Cr 532 (Lat: 34.055150, Lng: -86.739744), Route carried "on" structure: County highway 532, Year Built: 2004, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 225 (year 2036), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, 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: 4, Length of Maximum Span: 0.0m
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 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: 2.21m (7.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $447,000, Roadway Improvement Cost: $45,000, Total Project Cost: $492,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18896, Location: Cr 532 (Lat: 34.055150, Lng: -86.739744), Route carried "on" structure: County highway 532, Year Built: 2004, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 225 (year 2036), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, 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: 4, Length of Maximum Span: 0.0m
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 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: 2.21m (7.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $447,000, Roadway Improvement Cost: $45,000, Total Project Cost: $492,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 63, Location: 1.6 MI. E JCT. U.S. 31 (Lat: 34.083333, Lng: -86.750000), Route carried "under" structure: County highway 63, Year Built: 1912, Structure Length: 0. m, Average Daily Traffic: 125 (year 1983), Truck Traffic: 1%, Features Intersected: L * N RAILROAD, Facility Carried by Structure: L * N RAILROAD
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 0.010, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 7.6m (24.9ft)
Structure Number: 63, Location: 1.6 MI. E JCT. U.S. 31 (Lat: 34.083333, Lng: -86.750000), Route carried "under" structure: County highway 63, Year Built: 1912, Structure Length: 0. m, Average Daily Traffic: 125 (year 1983), Truck Traffic: 1%, Features Intersected: L * N RAILROAD, Facility Carried by Structure: L * N RAILROAD
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 0.010, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 7.6m (24.9ft)
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Structure Number: 669, Location: 1.5 MI E JCT US31 * SR91 (Lat: 34.071667, Lng: -86.755000), Route carried "under" structure: State highway 91, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 5,778 (year 2019), Truck Traffic: 6%, Features Intersected: SR 91, Facility Carried by Structure: L&N RAILROAD
Minimum Vertical Clearance: 4.61m (15.12ft), Kilometerpoint: 43.097, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: 669, Location: 1.5 MI E JCT US31 * SR91 (Lat: 34.071667, Lng: -86.755000), Route carried "under" structure: State highway 91, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 5,778 (year 2019), Truck Traffic: 6%, Features Intersected: SR 91, Facility Carried by Structure: L&N RAILROAD
Minimum Vertical Clearance: 4.61m (15.12ft), Kilometerpoint: 43.097, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft)