Bridge Statistics for Oneonta, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 361ft / 110mTotal length
- $38,081,000Total costs
- 75,128Total average daily traffic
- 6,263Total average daily truck traffic
- 101,759Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Oneonta
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 21940-1949
- 51950-1959
- 51960-1969
- 11970-1979
- 21980-1989
- 21990-1999
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 8.3%Excellent
- 16.7%Very good
- 25.0%Good
- 8.3%Satisfactory
- 41.7%Fair
- Bridge Condition - Superstructure
- 8.3%Excellent
- 16.7%Very good
- 25.0%Good
- 16.7%Satisfactory
- 33.3%Fair
- Bridge Condition - Substructure
- 8.3%Excellent
- 16.7%Good
- 33.3%Satisfactory
- 41.7%Fair
- Bridge Condition - Channel
- 4.5%Excellent
- 9.1%Very good
- 9.1%Good
- 36.4%Satisfactory
- 40.9%Fair
- Bridge Condition - Culverts
- 81.8%Satisfactory
- 18.2%Fair
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Structure Number: 458, Location: .2 MI NO OF SO CTY LM (Lat: 33.927778, Lng: -86.495747), Route carried "on" structure: City street 2, Year Built: 1928, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 563 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 837 (year 2036), Design Load: H 10, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), 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: $603,000, Roadway Improvement Cost: $60,000, Total Project Cost: $663,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 458, Location: .2 MI NO OF SO CTY LM (Lat: 33.927778, Lng: -86.495747), Route carried "on" structure: City street 2, Year Built: 1928, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 563 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 837 (year 2036), Design Load: H 10, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), 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: $603,000, Roadway Improvement Cost: $60,000, Total Project Cost: $663,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 678, Location: .2 MI. NO. CO RD 42 (Lat: 33.999444, Lng: -86.438333), Route carried "on" structure: State highway 75, Year Built: 1929, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,530 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 9,692 (year 2041), Features Intersected: SAND VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.162, Lanes on structure: 2, Owner: State 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: 11.3m (37.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $30,000, Total Project Cost: $334,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 678, Location: .2 MI. NO. CO RD 42 (Lat: 33.999444, Lng: -86.438333), Route carried "on" structure: State highway 75, Year Built: 1929, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,530 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 9,692 (year 2041), Features Intersected: SAND VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.162, Lanes on structure: 2, Owner: State 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: 11.3m (37.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $30,000, Total Project Cost: $334,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3463, Location: 2.2 MI S. AL 75 (Lat: 33.940833, Lng: -86.440556), Route carried "on" structure: US 231, Year Built: 1949, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 11,015 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 18,051 (year 2040), Design Load: H 15, Features Intersected: ABANDONDED RR/NO TRACKS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 405.041, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 37.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 8.85m (29.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,880,000, Roadway Improvement Cost: $188,000, Total Project Cost: $2,068,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3463, Location: 2.2 MI S. AL 75 (Lat: 33.940833, Lng: -86.440556), Route carried "on" structure: US 231, Year Built: 1949, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 11,015 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 18,051 (year 2040), Design Load: H 15, Features Intersected: ABANDONDED RR/NO TRACKS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 405.041, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 37.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 8.85m (29.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,880,000, Roadway Improvement Cost: $188,000, Total Project Cost: $2,068,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5635, Location: @ NO. ONEONTA CITY LIMIT (Lat: 33.960833, Lng: -86.445833), Route carried "on" structure: State highway 132, Year Built: 1957, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,190 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 2,672 (year 2041), Features Intersected: CHAMPION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.567, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: March 2021, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $23,000, Total Project Cost: $256,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5635, Location: @ NO. ONEONTA CITY LIMIT (Lat: 33.960833, Lng: -86.445833), Route carried "on" structure: State highway 132, Year Built: 1957, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,190 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 2,672 (year 2041), Features Intersected: CHAMPION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.567, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: March 2021, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $23,000, Total Project Cost: $256,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6055, Location: 3 1/2 MI NE OF ONEONTA (Lat: 33.980581, Lng: -86.429739), Route carried "on" structure: County highway 39, Year Built: 1957, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 951 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,414 (year 2041), Design Load: H 15, Features Intersected: MURPHEE VALLEY CREEK
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 85.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.1 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $40,000, Total Project Cost: $441,000 ( Estimate for 2022)
Structure Number: 6055, Location: 3 1/2 MI NE OF ONEONTA (Lat: 33.980581, Lng: -86.429739), Route carried "on" structure: County highway 39, Year Built: 1957, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 951 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,414 (year 2041), Design Load: H 15, Features Intersected: MURPHEE VALLEY CREEK
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 85.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.1 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $40,000, Total Project Cost: $441,000 ( Estimate for 2022)
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Structure Number: 6056, Location: 2 1/2 MI NE OF ONEONTA (Lat: 33.973469, Lng: -86.443650), Route carried "on" structure: County highway 39, Year Built: 1957, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 970 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,441 (year 2040), Design Load: H 15, Features Intersected: CHAMPION CREEK
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $46,000, Total Project Cost: $507,000 ( Estimate for 2022)
Structure Number: 6056, Location: 2 1/2 MI NE OF ONEONTA (Lat: 33.973469, Lng: -86.443650), Route carried "on" structure: County highway 39, Year Built: 1957, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 970 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,441 (year 2040), Design Load: H 15, Features Intersected: CHAMPION CREEK
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $46,000, Total Project Cost: $507,000 ( Estimate for 2022)
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Structure Number: 6059, Location: 3 MI NE OF ONEONTA (Lat: 33.984775, Lng: -86.424672), Route carried "on" structure: County highway 39, Year Built: 1957, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 951 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,414 (year 2041), Design Load: H 15, Features Intersected: HOODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.91m (9.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $825,000, Roadway Improvement Cost: $83,000, Total Project Cost: $908,000 ( Estimate for 2022)
Structure Number: 6059, Location: 3 MI NE OF ONEONTA (Lat: 33.984775, Lng: -86.424672), Route carried "on" structure: County highway 39, Year Built: 1957, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 951 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,414 (year 2041), Design Load: H 15, Features Intersected: HOODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.91m (9.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $825,000, Roadway Improvement Cost: $83,000, Total Project Cost: $908,000 ( Estimate for 2022)
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Structure Number: 6174, Location: 1 1/2 MI N OF INLAND (Lat: 33.876058, Lng: -86.568864), Route carried "on" structure: County highway 15, Year Built: 1958, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 786 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,167 (year 2040), Design Load: H 15, Features Intersected: HENDRICK MILL BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 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: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $27,000, Total Project Cost: $295,000 ( Estimate for 2022)
Structure Number: 6174, Location: 1 1/2 MI N OF INLAND (Lat: 33.876058, Lng: -86.568864), Route carried "on" structure: County highway 15, Year Built: 1958, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 786 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,167 (year 2040), Design Load: H 15, Features Intersected: HENDRICK MILL BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 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: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $27,000, Total Project Cost: $295,000 ( Estimate for 2022)
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Structure Number: 7159, Location: 1 1/2 MI E OF TIDWELL (Lat: 33.943600, Lng: -86.558600), Route carried "on" structure: County highway 33, Year Built: 1960, Status: Posted for load, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 786 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,167 (year 2041), Design Load: H 15, Features Intersected: CALVERT PRONG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 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: 21.3m (69.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: 7.92m (25.98ft), 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: $1,250,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,375,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7159, Location: 1 1/2 MI E OF TIDWELL (Lat: 33.943600, Lng: -86.558600), Route carried "on" structure: County highway 33, Year Built: 1960, Status: Posted for load, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 786 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,167 (year 2041), Design Load: H 15, Features Intersected: CALVERT PRONG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 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: 21.3m (69.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: 7.92m (25.98ft), 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: $1,250,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,375,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8834, Location: .1 MI SO ONEONTA CITY LIM (Lat: 33.926944, Lng: -86.500000), Route carried "on" structure: State highway 75, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 9,530 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 12,266 (year 2041), Design Load: H 15, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.613, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 3 degrees, 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: Satisfactory, Operating Rating: 39.7 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,370,000, Roadway Improvement Cost: $237,000, Total Project Cost: $2,607,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8834, Location: .1 MI SO ONEONTA CITY LIM (Lat: 33.926944, Lng: -86.500000), Route carried "on" structure: State highway 75, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 9,530 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 12,266 (year 2041), Design Load: H 15, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.613, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 3 degrees, 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: Satisfactory, Operating Rating: 39.7 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,370,000, Roadway Improvement Cost: $237,000, Total Project Cost: $2,607,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9751, Location: .8 MI. SO. CO RD 15 (Lat: 33.851111, Lng: -86.567500), Route carried "on" structure: State highway 75, Year Built: 1968, Year Reconstructed: 1994, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 8,210 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 10,567 (year 2041), Design Load: H 15, Features Intersected: BLACKBURN FORK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.977, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,766,000, Roadway Improvement Cost: $277,000, Total Project Cost: $3,043,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9751, Location: .8 MI. SO. CO RD 15 (Lat: 33.851111, Lng: -86.567500), Route carried "on" structure: State highway 75, Year Built: 1968, Year Reconstructed: 1994, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 8,210 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 10,567 (year 2041), Design Load: H 15, Features Intersected: BLACKBURN FORK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.977, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,766,000, Roadway Improvement Cost: $277,000, Total Project Cost: $3,043,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9752, Location: .7 MI. SO. CO RD 15 (Lat: 33.852481, Lng: -86.566483), Route carried "on" structure: US 75, Year Built: 1968, Status: Open, Structure Length: 11.31m (37.11ft), Average Daily Traffic: 4,105 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,283 (year 2041), Design Load: HS 20, Features Intersected: BLACKBURN RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.154, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,507,000, Roadway Improvement Cost: $251,000, Total Project Cost: $2,758,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9752, Location: .7 MI. SO. CO RD 15 (Lat: 33.852481, Lng: -86.566483), Route carried "on" structure: US 75, Year Built: 1968, Status: Open, Structure Length: 11.31m (37.11ft), Average Daily Traffic: 4,105 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,283 (year 2041), Design Load: HS 20, Features Intersected: BLACKBURN RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.154, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,507,000, Roadway Improvement Cost: $251,000, Total Project Cost: $2,758,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9753, Location: .4 MI. SO CO RD 15 (Lat: 33.856564, Lng: -86.563178), Route carried "on" structure: State highway 75, Year Built: 1968, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 4,105 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,283 (year 2041), Design Load: HS 20, Features Intersected: BLACKBURN FK WARRIOR RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.635, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.69m (35.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,420,000, Roadway Improvement Cost: $242,000, Total Project Cost: $2,662,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9753, Location: .4 MI. SO CO RD 15 (Lat: 33.856564, Lng: -86.563178), Route carried "on" structure: State highway 75, Year Built: 1968, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 4,105 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,283 (year 2041), Design Load: HS 20, Features Intersected: BLACKBURN FK WARRIOR RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.635, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.69m (35.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,420,000, Roadway Improvement Cost: $242,000, Total Project Cost: $2,662,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11039, Location: HORTON MILL (Lat: 34.007647, Lng: -86.448661), Route carried "on" structure: County highway 193, Year Built: 1935, Year Reconstructed: 1974, Status: Closed, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 170 (year 2019), Average Future Daily Traffic: 230 (year 2039), Features Intersected: LITTLE WARRIOR, Facility Carried by Structure: HORTON MILL RD.
Minimum Vertical Clearance: 2.59m (8.50ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 7.38m (24.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $708,000, Roadway Improvement Cost: $71,000, Total Project Cost: $779,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 11039, Location: HORTON MILL (Lat: 34.007647, Lng: -86.448661), Route carried "on" structure: County highway 193, Year Built: 1935, Year Reconstructed: 1974, Status: Closed, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 170 (year 2019), Average Future Daily Traffic: 230 (year 2039), Features Intersected: LITTLE WARRIOR, Facility Carried by Structure: HORTON MILL RD.
Minimum Vertical Clearance: 2.59m (8.50ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 7.38m (24.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $708,000, Roadway Improvement Cost: $71,000, Total Project Cost: $779,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 11714, Location: 3.5 MI EAST OF ONEONTA (Lat: 33.940444, Lng: -86.542481), Route carried "on" structure: County highway 449, Year Built: 1976, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 54 (year 2020), Average Future Daily Traffic: 80 (year 2040), Features Intersected: CHITWOOD CREEK, Facility Carried by Structure: FAULKNER ROAD
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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 14.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.05m (6.73ft), 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: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $232,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 11714, Location: 3.5 MI EAST OF ONEONTA (Lat: 33.940444, Lng: -86.542481), Route carried "on" structure: County highway 449, Year Built: 1976, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 54 (year 2020), Average Future Daily Traffic: 80 (year 2040), Features Intersected: CHITWOOD CREEK, Facility Carried by Structure: FAULKNER ROAD
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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 14.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.05m (6.73ft), 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: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $232,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 13102, Location: .2 MI SO ROOSA CITY LIMIT (Lat: 33.972222, Lng: -86.494444), Route carried "on" structure: US 231, Year Built: 1940, Year Reconstructed: 1982, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 6,270 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 8,150 (year 2041), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 412.063, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,811,000, Roadway Improvement Cost: $181,000, Total Project Cost: $1,992,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13102, Location: .2 MI SO ROOSA CITY LIMIT (Lat: 33.972222, Lng: -86.494444), Route carried "on" structure: US 231, Year Built: 1940, Year Reconstructed: 1982, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 6,270 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 8,150 (year 2041), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 412.063, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,811,000, Roadway Improvement Cost: $181,000, Total Project Cost: $1,992,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13717, Location: 1 MI NORTH OF ALLGOOD (Lat: 33.919458, Lng: -86.527067), Route carried "on" structure: County highway 448, Year Built: 1985, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 30 (year 2020), Average Future Daily Traffic: 45 (year 2040), Design Load: H 20, Features Intersected: MILL CREEK, Facility Carried by Structure: DAVIDSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $261,000, Roadway Improvement Cost: $26,000, Total Project Cost: $287,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13717, Location: 1 MI NORTH OF ALLGOOD (Lat: 33.919458, Lng: -86.527067), Route carried "on" structure: County highway 448, Year Built: 1985, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 30 (year 2020), Average Future Daily Traffic: 45 (year 2040), Design Load: H 20, Features Intersected: MILL CREEK, Facility Carried by Structure: DAVIDSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $261,000, Roadway Improvement Cost: $26,000, Total Project Cost: $287,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14663, Location: 2 MI NW OF TAITS GAP (Lat: 33.988036, Lng: -86.418658), Route carried "on" structure: County highway 270, Year Built: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 330 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 491 (year 2041), Design Load: HS 20, Features Intersected: HOODS CREEK, Facility Carried by Structure: HOODS CROSSROADS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $34,000, Total Project Cost: $375,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 14663, Location: 2 MI NW OF TAITS GAP (Lat: 33.988036, Lng: -86.418658), Route carried "on" structure: County highway 270, Year Built: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 330 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 491 (year 2041), Design Load: HS 20, Features Intersected: HOODS CREEK, Facility Carried by Structure: HOODS CROSSROADS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $34,000, Total Project Cost: $375,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 17034, Location: .7 MI. SO.CO RD 15 . (Lat: 33.852500, Lng: -86.566792), Route carried "on" structure: State highway 75, Year Built: 1998, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 4,105 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,283 (year 2041), Design Load: HS 20, Features Intersected: BLACKBURN FORK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.16m (39.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,501,000, Roadway Improvement Cost: $350,000, Total Project Cost: $3,851,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17034, Location: .7 MI. SO.CO RD 15 . (Lat: 33.852500, Lng: -86.566792), Route carried "on" structure: State highway 75, Year Built: 1998, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 4,105 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,283 (year 2041), Design Load: HS 20, Features Intersected: BLACKBURN FORK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.16m (39.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,501,000, Roadway Improvement Cost: $350,000, Total Project Cost: $3,851,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17035, Location: .4 MI SO CO RD 15 (Lat: 33.855917, Lng: -86.563847), Route carried "on" structure: State highway 75, Year Built: 1998, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 4,105 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,283 (year 2041), Design Load: HS 20, Features Intersected: BLACKBURN FORK WARRIOR R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.635, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.69m (35.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,079,000, Roadway Improvement Cost: $308,000, Total Project Cost: $3,387,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17035, Location: .4 MI SO CO RD 15 (Lat: 33.855917, Lng: -86.563847), Route carried "on" structure: State highway 75, Year Built: 1998, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 4,105 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,283 (year 2041), Design Load: HS 20, Features Intersected: BLACKBURN FORK WARRIOR R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.635, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.69m (35.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,079,000, Roadway Improvement Cost: $308,000, Total Project Cost: $3,387,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17893, Location: .8 MI. NO CO RD 39 (Lat: 33.985708, Lng: -86.442203), Route carried "on" structure: State highway 75, Year Built: 2013, Status: Open, Structure Length: 20.12m (66.01ft), Average Daily Traffic: 7,530 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 9,692 (year 2041), Design Load: HS 20, Features Intersected: CALVERT PRONG(CHAMPION)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.598, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 20.12m (66.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $6,345,000, Roadway Improvement Cost: $635,000, Total Project Cost: $6,980,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17893, Location: .8 MI. NO CO RD 39 (Lat: 33.985708, Lng: -86.442203), Route carried "on" structure: State highway 75, Year Built: 2013, Status: Open, Structure Length: 20.12m (66.01ft), Average Daily Traffic: 7,530 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 9,692 (year 2041), Design Load: HS 20, Features Intersected: CALVERT PRONG(CHAMPION)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.598, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 20.12m (66.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $6,345,000, Roadway Improvement Cost: $635,000, Total Project Cost: $6,980,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18371, Location: 1 MI S OF INLAND (Lat: 33.853053, Lng: -86.565003), Route carried "on" structure: County highway 75, Year Built: 2005, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 805 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,196 (year 2042), Design Load: HS 20, Features Intersected: LITTLE WARRIOR (RELIEF), Facility Carried by Structure: REMLAP DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 9.35m (30.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,923,000, Roadway Improvement Cost: $192,000, Total Project Cost: $2,115,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18371, Location: 1 MI S OF INLAND (Lat: 33.853053, Lng: -86.565003), Route carried "on" structure: County highway 75, Year Built: 2005, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 805 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,196 (year 2042), Design Load: HS 20, Features Intersected: LITTLE WARRIOR (RELIEF), Facility Carried by Structure: REMLAP DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 9.35m (30.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,923,000, Roadway Improvement Cost: $192,000, Total Project Cost: $2,115,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19823, Location: 2.5 MI S OF ALLGOOD (Lat: 33.859992, Lng: -86.554533), Route carried "on" structure: County highway 1966, Year Built: 2006, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 37 (year 2020), Average Future Daily Traffic: 55 (year 2040), Features Intersected: VALLEY CREEK, Facility Carried by Structure: EVANS DRIVE
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: 2, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 3.8m (12.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $15,000, Total Project Cost: $166,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19823, Location: 2.5 MI S OF ALLGOOD (Lat: 33.859992, Lng: -86.554533), Route carried "on" structure: County highway 1966, Year Built: 2006, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 37 (year 2020), Average Future Daily Traffic: 55 (year 2040), Features Intersected: VALLEY CREEK, Facility Carried by Structure: EVANS DRIVE
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: 2, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 3.8m (12.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $15,000, Total Project Cost: $166,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place