Bridge Statistics for Lineville, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 157ft / 47.8mTotal length
- $16,032,000Total costs
- 35,942Total average daily traffic
- 2,264Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lineville
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 11930-1939
- 21940-1949
- 31950-1959
- 61960-1969
- 71970-1979
- 21980-1989
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 11970-1979
- Bridge Condition - Deck
- 7.1%Very good
- 21.4%Good
- 42.9%Satisfactory
- 21.4%Fair
- 7.1%Poor
- Bridge Condition - Superstructure
- 21.4%Good
- 42.9%Satisfactory
- 21.4%Fair
- 7.1%Poor
- 7.1%Imminent failure
- Bridge Condition - Substructure
- 21.4%Very good
- 7.1%Good
- 42.9%Satisfactory
- 14.3%Fair
- 7.1%Poor
- 7.1%Serious
- Bridge Condition - Channel
- 10.5%Good
- 52.6%Satisfactory
- 31.6%Fair
- 5.3%Poor
- Bridge Condition - Culverts
- 11.1%Good
- 33.3%Satisfactory
- 44.4%Fair
- 11.1%Poor
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Structure Number: 913, Location: 3.5 MI E JCT SR 9 (Lat: 33.312611, Lng: -85.683000), Route carried "on" structure: State highway 48, Year Built: 1931, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,573 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,202 (year 2038), Design Load: H 15, Features Intersected: HURRICANE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.720, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $362,000, Roadway Improvement Cost: $36,000, Total Project Cost: $398,000 ( Estimate for 2022)
Structure Number: 913, Location: 3.5 MI E JCT SR 9 (Lat: 33.312611, Lng: -85.683000), Route carried "on" structure: State highway 48, Year Built: 1931, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,573 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,202 (year 2038), Design Load: H 15, Features Intersected: HURRICANE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.720, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $362,000, Roadway Improvement Cost: $36,000, Total Project Cost: $398,000 ( Estimate for 2022)
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Structure Number: 2093, Location: N CITY LIMITS LINEVILLE (Lat: 33.334106, Lng: -85.729950), Route carried "on" structure: State highway 9, Year Built: 1925, Year Reconstructed: 1940, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 3,710 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 5,056 (year 2033), Design Load: H 15, Features Intersected: FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 306.273, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 56.1 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 minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $733,000, Roadway Improvement Cost: $73,000, Total Project Cost: $806,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2093, Location: N CITY LIMITS LINEVILLE (Lat: 33.334106, Lng: -85.729950), Route carried "on" structure: State highway 9, Year Built: 1925, Year Reconstructed: 1940, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 3,710 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 5,056 (year 2033), Design Load: H 15, Features Intersected: FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 306.273, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 56.1 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 minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $733,000, Roadway Improvement Cost: $73,000, Total Project Cost: $806,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 302, Location: CITY OF LINEVILLE (Lat: 33.311667, Lng: -85.748722), Route carried "on" structure: State highway 9, Year Built: 1947, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 7,783 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 10,896 (year 2038), Design Load: H 15, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 303.096, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 37.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.37m (14.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,018,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,120,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 302, Location: CITY OF LINEVILLE (Lat: 33.311667, Lng: -85.748722), Route carried "on" structure: State highway 9, Year Built: 1947, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 7,783 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 10,896 (year 2038), Design Load: H 15, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 303.096, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 37.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.37m (14.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,018,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,120,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3262, Location: 2 MI SO LINEVILLE (Lat: 33.276456, Lng: -85.746683), Route carried "on" structure: State highway 49, Year Built: 1948, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,573 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,202 (year 2039), Design Load: H 15, Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.168, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 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: Meets minimum limits, Length Of Structure Improvement: 5.56m (18.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $992,000, Roadway Improvement Cost: $99,000, Total Project Cost: $1,091,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3262, Location: 2 MI SO LINEVILLE (Lat: 33.276456, Lng: -85.746683), Route carried "on" structure: State highway 49, Year Built: 1948, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,573 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,202 (year 2039), Design Load: H 15, Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.168, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 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: Meets minimum limits, Length Of Structure Improvement: 5.56m (18.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $992,000, Roadway Improvement Cost: $99,000, Total Project Cost: $1,091,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 402, Location: 3 MI N ASHLAND (Lat: 33.297111, Lng: -85.768056), Route carried "on" structure: State highway 9, Year Built: 1951, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 5,414 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,580 (year 2039), Design Load: H 15, Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 300.191, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.66m (8.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $905,000, Roadway Improvement Cost: $91,000, Total Project Cost: $996,000 ( Estimate for 2022)
Structure Number: 402, Location: 3 MI N ASHLAND (Lat: 33.297111, Lng: -85.768056), Route carried "on" structure: State highway 9, Year Built: 1951, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 5,414 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,580 (year 2039), Design Load: H 15, Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 300.191, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.66m (8.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $905,000, Roadway Improvement Cost: $91,000, Total Project Cost: $996,000 ( Estimate for 2022)
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Structure Number: 403, Location: 1.5 MI W SHILOH CH (Lat: 33.258217, Lng: -85.763889), Route carried "on" structure: County highway 11, Year Built: 1951, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 320 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 480 (year 2036), Design Load: H 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: CO 30
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: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 81.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $264,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 403, Location: 1.5 MI W SHILOH CH (Lat: 33.258217, Lng: -85.763889), Route carried "on" structure: County highway 11, Year Built: 1951, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 320 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 480 (year 2036), Design Load: H 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: CO 30
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: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 81.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $264,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4386, Location: 1.5 MI N CSX RAILROAD (Lat: 33.340417, Lng: -85.754389), Route carried "on" structure: State highway 49, Year Built: 1952, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 1,045 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,463 (year 2040), Design Load: H 15, Features Intersected: FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.814, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 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 desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $37,000, Total Project Cost: $407,000 ( Estimate for 2022)
Structure Number: 4386, Location: 1.5 MI N CSX RAILROAD (Lat: 33.340417, Lng: -85.754389), Route carried "on" structure: State highway 49, Year Built: 1952, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 1,045 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,463 (year 2040), Design Load: H 15, Features Intersected: FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.814, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 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 desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $37,000, Total Project Cost: $407,000 ( Estimate for 2022)
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Structure Number: 8009, Location: 1.5 MI SE BARFIELD (Lat: 33.336503, Lng: -85.703708), Route carried "on" structure: County highway 53, Year Built: 1963, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 80 (year 2016), Average Future Daily Traffic: 108 (year 2036), Design Load: H 20, Features Intersected: FOX CREEK, Facility Carried by Structure: YOUNGS MILL RD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,045,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,150,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8009, Location: 1.5 MI SE BARFIELD (Lat: 33.336503, Lng: -85.703708), Route carried "on" structure: County highway 53, Year Built: 1963, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 80 (year 2016), Average Future Daily Traffic: 108 (year 2036), Design Load: H 20, Features Intersected: FOX CREEK, Facility Carried by Structure: YOUNGS MILL RD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,045,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,150,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 828, Location: 2.0 M SW LINEVILLE (Lat: 33.287003, Lng: -85.764522), Route carried "on" structure: County highway 17, Year Built: 1964, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 173 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 257 (year 2036), Design Load: H 20, Features Intersected: CROOKED CREEK, Facility Carried by Structure: OLD MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $653,000, Roadway Improvement Cost: $65,000, Total Project Cost: $718,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 828, Location: 2.0 M SW LINEVILLE (Lat: 33.287003, Lng: -85.764522), Route carried "on" structure: County highway 17, Year Built: 1964, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 173 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 257 (year 2036), Design Load: H 20, Features Intersected: CROOKED CREEK, Facility Carried by Structure: OLD MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $653,000, Roadway Improvement Cost: $65,000, Total Project Cost: $718,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8281, Location: 2.5 MI SE LINEVILLE (Lat: 33.279636, Lng: -85.770383), Route carried "on" structure: County highway 17, Year Built: 1964, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 173 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 257 (year 2036), Design Load: H 20, Features Intersected: HORSETROUGH CREEK, Facility Carried by Structure: OLD MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $623,000, Roadway Improvement Cost: $62,000, Total Project Cost: $685,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8281, Location: 2.5 MI SE LINEVILLE (Lat: 33.279636, Lng: -85.770383), Route carried "on" structure: County highway 17, Year Built: 1964, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 173 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 257 (year 2036), Design Load: H 20, Features Intersected: HORSETROUGH CREEK, Facility Carried by Structure: OLD MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $623,000, Roadway Improvement Cost: $62,000, Total Project Cost: $685,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8346, Location: BARFIELD TO BELVIEWCHURCH (Lat: 33.349928, Lng: -85.744311), Route carried "on" structure: County highway 46, Year Built: 1964, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 5 (year 2016), Average Future Daily Traffic: 15 (year 2036), Design Load: H 20, Features Intersected: PRAIRE CREEK, Facility Carried by Structure: MCVEY RD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 85.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $40,000, Total Project Cost: $441,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8346, Location: BARFIELD TO BELVIEWCHURCH (Lat: 33.349928, Lng: -85.744311), Route carried "on" structure: County highway 46, Year Built: 1964, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 5 (year 2016), Average Future Daily Traffic: 15 (year 2036), Design Load: H 20, Features Intersected: PRAIRE CREEK, Facility Carried by Structure: MCVEY RD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 85.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $40,000, Total Project Cost: $441,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9151, Location: 1.5 M SW CRAGFORD SCHOOL (Lat: 33.240622, Lng: -85.689950), Route carried "on" structure: County highway 80, Year Built: 1966, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 14 (year 2016), Average Future Daily Traffic: 21 (year 2036), Features Intersected: WHITE OAK CREEK, Facility Carried by Structure: WATERSHED RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Serious, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $20,000, Total Project Cost: $216,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 9151, Location: 1.5 M SW CRAGFORD SCHOOL (Lat: 33.240622, Lng: -85.689950), Route carried "on" structure: County highway 80, Year Built: 1966, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 14 (year 2016), Average Future Daily Traffic: 21 (year 2036), Features Intersected: WHITE OAK CREEK, Facility Carried by Structure: WATERSHED RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Serious, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $20,000, Total Project Cost: $216,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 11669, Location: CITY OF LINEVILLE (Lat: 33.317444, Lng: -85.755000), Route carried "on" structure: State highway 49, Year Built: 1976, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 1,838 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,573 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.001, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.25m (27.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $3,507,000, Roadway Improvement Cost: $351,000, Total Project Cost: $3,858,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11669, Location: CITY OF LINEVILLE (Lat: 33.317444, Lng: -85.755000), Route carried "on" structure: State highway 49, Year Built: 1976, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 1,838 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,573 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.001, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.25m (27.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $3,507,000, Roadway Improvement Cost: $351,000, Total Project Cost: $3,858,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12147, Location: 0.5 M SE MIDWAY OFFALA 9 (Lat: 33.287633, Lng: -85.775775), Route carried "on" structure: County highway 12, Year Built: 1979, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 21 (year 2016), Average Future Daily Traffic: 31 (year 2036), Design Load: H 10, Features Intersected: HORSETROUGH CREEK, Facility Carried by Structure: YARBROUGH RD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 7.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $210,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 12147, Location: 0.5 M SE MIDWAY OFFALA 9 (Lat: 33.287633, Lng: -85.775775), Route carried "on" structure: County highway 12, Year Built: 1979, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 21 (year 2016), Average Future Daily Traffic: 31 (year 2036), Design Load: H 10, Features Intersected: HORSETROUGH CREEK, Facility Carried by Structure: YARBROUGH RD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 7.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $210,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1218, Location: 2.5 M N OF CRAGFORD (Lat: 33.277181, Lng: -85.670367), Route carried "on" structure: County highway 43, Year Built: 1979, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 27 (year 2016), Average Future Daily Traffic: 40 (year 2036), Features Intersected: CROOKED CREEK, Facility Carried by Structure: BERWICK RD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $35,000, Total Project Cost: $384,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1218, Location: 2.5 M N OF CRAGFORD (Lat: 33.277181, Lng: -85.670367), Route carried "on" structure: County highway 43, Year Built: 1979, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 27 (year 2016), Average Future Daily Traffic: 40 (year 2036), Features Intersected: CROOKED CREEK, Facility Carried by Structure: BERWICK RD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $35,000, Total Project Cost: $384,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12199, Location: 3.5 MI SE LINEVILLE (Lat: 33.280922, Lng: -85.733647), Route carried "on" structure: County highway 63, Year Built: 1979, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 19 (year 2016), Average Future Daily Traffic: 28 (year 2036), Features Intersected: CROOKED CREEK, Facility Carried by Structure: PINEHOLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.91m (9.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $40,000, Total Project Cost: $440,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12199, Location: 3.5 MI SE LINEVILLE (Lat: 33.280922, Lng: -85.733647), Route carried "on" structure: County highway 63, Year Built: 1979, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 19 (year 2016), Average Future Daily Traffic: 28 (year 2036), Features Intersected: CROOKED CREEK, Facility Carried by Structure: PINEHOLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.91m (9.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $40,000, Total Project Cost: $440,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12211, Location: 0.5 MI E PROVIDENCECHURCH (Lat: 33.232722, Lng: -85.738389), Route carried "on" structure: County highway 79, Year Built: 1979, Status: Posted for load, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 20 (year 2016), Average Future Daily Traffic: 27 (year 2036), Features Intersected: WHITE OAK CREEK, Facility Carried by Structure: PROVIDENCE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 7.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than 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: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $15,000, Total Project Cost: $165,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 12211, Location: 0.5 MI E PROVIDENCECHURCH (Lat: 33.232722, Lng: -85.738389), Route carried "on" structure: County highway 79, Year Built: 1979, Status: Posted for load, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 20 (year 2016), Average Future Daily Traffic: 27 (year 2036), Features Intersected: WHITE OAK CREEK, Facility Carried by Structure: PROVIDENCE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 7.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than 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: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $15,000, Total Project Cost: $165,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 12212, Location: 1.0 MI E PROVIDENCECHURCH (Lat: 33.234853, Lng: -85.732422), Route carried "on" structure: County highway 79, Year Built: 1979, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20 (year 2016), Average Future Daily Traffic: 30 (year 2036), Design Load: H 20, Features Intersected: WHITE OAK CREEK, Facility Carried by Structure: PROVIDENCE RD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, 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: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 73.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $20,000, Total Project Cost: $218,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12212, Location: 1.0 MI E PROVIDENCECHURCH (Lat: 33.234853, Lng: -85.732422), Route carried "on" structure: County highway 79, Year Built: 1979, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20 (year 2016), Average Future Daily Traffic: 30 (year 2036), Design Load: H 20, Features Intersected: WHITE OAK CREEK, Facility Carried by Structure: PROVIDENCE RD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, 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: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 73.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $20,000, Total Project Cost: $218,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12246, Location: 2 MI NORTH ASHLAND (Lat: 33.284528, Lng: -85.789750), Route carried "on" structure: State highway 9, Year Built: 1980, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,588 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 7,823 (year 2040), Design Load: HS 20, Features Intersected: OLD TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 297.663, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $512,000, Roadway Improvement Cost: $51,000, Total Project Cost: $563,000 ( Estimate for 2022)
Structure Number: 12246, Location: 2 MI NORTH ASHLAND (Lat: 33.284528, Lng: -85.789750), Route carried "on" structure: State highway 9, Year Built: 1980, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,588 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 7,823 (year 2040), Design Load: HS 20, Features Intersected: OLD TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 297.663, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $512,000, Roadway Improvement Cost: $51,000, Total Project Cost: $563,000 ( Estimate for 2022)
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Structure Number: 13027, Location: 6 MI E LINEVILLE N ALA 48 (Lat: 33.323561, Lng: -85.656592), Route carried "on" structure: County highway 51, Year Built: 1983, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 15 (year 2016), Average Future Daily Traffic: 25 (year 2036), Features Intersected: FOX CREEK, Facility Carried by Structure: PETTUS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 3.8m (12.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 11.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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: 2.91m (9.55ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $264,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 13027, Location: 6 MI E LINEVILLE N ALA 48 (Lat: 33.323561, Lng: -85.656592), Route carried "on" structure: County highway 51, Year Built: 1983, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 15 (year 2016), Average Future Daily Traffic: 25 (year 2036), Features Intersected: FOX CREEK, Facility Carried by Structure: PETTUS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 3.8m (12.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 11.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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: 2.91m (9.55ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $264,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 13079, Location: 0.3 M N HIGHLAND (Lat: 33.359581, Lng: -85.821072), Route carried "on" structure: County highway 31, Year Built: 1919, Year Reconstructed: 1984, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 346 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 514 (year 2036), Features Intersected: ACL RAILROAD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 1, 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: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $981,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,079,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13079, Location: 0.3 M N HIGHLAND (Lat: 33.359581, Lng: -85.821072), Route carried "on" structure: County highway 31, Year Built: 1919, Year Reconstructed: 1984, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 346 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 514 (year 2036), Features Intersected: ACL RAILROAD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 1, 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: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $981,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,079,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18077, Location: 2 MILES S OF LINEVILLE (Lat: 33.283611, Lng: -85.730164), Route carried "on" structure: County highway , Year Built: 1965, Status: Closed, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 45 (year 1900), Average Future Daily Traffic: 63 (year 2020), Features Intersected: CSX RAILROAD, Facility Carried by Structure: PINE HOLE ROAD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Imminent failure, Substructure: Poor, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2000, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $30,000, Total Project Cost: $327,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber
Structure Number: 18077, Location: 2 MILES S OF LINEVILLE (Lat: 33.283611, Lng: -85.730164), Route carried "on" structure: County highway , Year Built: 1965, Status: Closed, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 45 (year 1900), Average Future Daily Traffic: 63 (year 2020), Features Intersected: CSX RAILROAD, Facility Carried by Structure: PINE HOLE ROAD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Imminent failure, Substructure: Poor, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2000, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $30,000, Total Project Cost: $327,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber
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Structure Number: 20161, Location: 5.0 MI NE OF LINEVILLE (Lat: 33.332867, Lng: -85.675831), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 20 (year 2016), Average Future Daily Traffic: 50 (year 2036), Design Load: H 20, Features Intersected: FOX CREEK, Facility Carried by Structure: FOX CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.4m (47.2ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $232,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20161, Location: 5.0 MI NE OF LINEVILLE (Lat: 33.332867, Lng: -85.675831), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 20 (year 2016), Average Future Daily Traffic: 50 (year 2036), Design Load: H 20, Features Intersected: FOX CREEK, Facility Carried by Structure: FOX CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.4m (47.2ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $232,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11979, Location: 1 MI W JCT AL 49 (Lat: 33.309889, Lng: -85.757583), Route carried "under" structure: State highway 9, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 6,120 (year 2013), Truck Traffic: 8%, Features Intersected: SR-9, Facility Carried by Structure: PEDESTRIAN OVERPAS
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 302.056, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 11979, Location: 1 MI W JCT AL 49 (Lat: 33.309889, Lng: -85.757583), Route carried "under" structure: State highway 9, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 6,120 (year 2013), Truck Traffic: 8%, Features Intersected: SR-9, Facility Carried by Structure: PEDESTRIAN OVERPAS
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 302.056, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)