Bridge Statistics for Childersburg, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 535ft / 163mTotal length
- $64,473,000Total costs
- 146,605Total average daily traffic
- 14,584Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Childersburg
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 51940-1949
- 31950-1959
- 21960-1969
- 11970-1979
- 51980-1989
- 21990-1999
- 52000-2009
- 22010-2019
- Bridge Condition - Deck
- 16.7%Very good
- 33.3%Good
- 33.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 22.2%Very good
- 27.8%Good
- 44.4%Satisfactory
- 5.6%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 33.3%Good
- 50.0%Satisfactory
- 5.6%Fair
- Bridge Condition - Channel
- 12.5%Very good
- 54.2%Good
- 33.3%Satisfactory
- Bridge Condition - Culverts
- 44.4%Good
- 55.6%Satisfactory
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Structure Number: 1852, Location: 1.7 MI S JCT SR 5 (Lat: 32.991817, Lng: -87.148667), Route carried "on" structure: State highway 219, Year Built: 1938, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,182 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 193 (year 2040), Design Load: H 15, Features Intersected: UT SHULTZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.308, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $21,000, Total Project Cost: $228,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1852, Location: 1.7 MI S JCT SR 5 (Lat: 32.991817, Lng: -87.148667), Route carried "on" structure: State highway 219, Year Built: 1938, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,182 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 193 (year 2040), Design Load: H 15, Features Intersected: UT SHULTZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.308, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $21,000, Total Project Cost: $228,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2413, Location: TOWN OF CHILDERSBURG (Lat: 33.279583, Lng: -86.350778), Route carried "on" structure: State highway 76, Year Built: 1940, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 6,192 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 8,669 (year 2039), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.470, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.7 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: 2.03m (6.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $656,000, Roadway Improvement Cost: $66,000, Total Project Cost: $722,000 ( Estimate for 2022)
Structure Number: 2413, Location: TOWN OF CHILDERSBURG (Lat: 33.279583, Lng: -86.350778), Route carried "on" structure: State highway 76, Year Built: 1940, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 6,192 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 8,669 (year 2039), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.470, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.7 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: 2.03m (6.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $656,000, Roadway Improvement Cost: $66,000, Total Project Cost: $722,000 ( Estimate for 2022)
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Structure Number: 2414, Location: 4.2 MI E CHILDERSBURG (Lat: 33.311111, Lng: -86.259889), Route carried "on" structure: State highway 76, Year Built: 1940, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,675 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,745 (year 2039), Design Load: H 15, Features Intersected: TRIB. TO BRYANT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.680, Lanes on structure: 2, Base Highway Network: Yes, 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: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 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: 1.33m (4.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $269,000, Roadway Improvement Cost: $27,000, Total Project Cost: $296,000 ( Estimate for 2022)
Structure Number: 2414, Location: 4.2 MI E CHILDERSBURG (Lat: 33.311111, Lng: -86.259889), Route carried "on" structure: State highway 76, Year Built: 1940, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,675 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,745 (year 2039), Design Load: H 15, Features Intersected: TRIB. TO BRYANT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.680, Lanes on structure: 2, Base Highway Network: Yes, 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: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 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: 1.33m (4.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $269,000, Roadway Improvement Cost: $27,000, Total Project Cost: $296,000 ( Estimate for 2022)
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Structure Number: 2415, Location: 0.1 MI E JCT CO RD 16 (Lat: 33.313778, Lng: -86.265278), Route carried "on" structure: State highway 76, Year Built: 1940, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 2,509 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 3,513 (year 2039), Design Load: H 15, Features Intersected: BRYANT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.823, 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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 80.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $22,000, Total Project Cost: $246,000 ( Estimate for 2022)
Structure Number: 2415, Location: 0.1 MI E JCT CO RD 16 (Lat: 33.313778, Lng: -86.265278), Route carried "on" structure: State highway 76, Year Built: 1940, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 2,509 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 3,513 (year 2039), Design Load: H 15, Features Intersected: BRYANT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.823, 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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 80.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $22,000, Total Project Cost: $246,000 ( Estimate for 2022)
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Structure Number: 2599, Location: CITY OF CHILDERSBURG (Lat: 33.283764, Lng: -86.339528), Route carried "on" structure: State highway 76, Year Built: 1941, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 6,101 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 8,541 (year 2039), Design Load: H 15, Features Intersected: TALLASSEEHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.693, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 18.3m (60.0ft), 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: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.49m (34.42ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $2,086,000, Roadway Improvement Cost: $209,000, Total Project Cost: $2,295,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2599, Location: CITY OF CHILDERSBURG (Lat: 33.283764, Lng: -86.339528), Route carried "on" structure: State highway 76, Year Built: 1941, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 6,101 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 8,541 (year 2039), Design Load: H 15, Features Intersected: TALLASSEEHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.693, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 18.3m (60.0ft), 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: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.49m (34.42ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $2,086,000, Roadway Improvement Cost: $209,000, Total Project Cost: $2,295,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2618, Location: 4.1MI EAST JCT US 280 (Lat: 33.337886, Lng: -86.358981), Route carried "on" structure: State highway 235, Year Built: 1941, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,161 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 4,425 (year 2039), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.571, Lanes on structure: 2, Base Highway Network: Yes, 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: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $514,000, Roadway Improvement Cost: $51,000, Total Project Cost: $565,000 ( Estimate for 2022)
Structure Number: 2618, Location: 4.1MI EAST JCT US 280 (Lat: 33.337886, Lng: -86.358981), Route carried "on" structure: State highway 235, Year Built: 1941, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,161 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 4,425 (year 2039), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.571, Lanes on structure: 2, Base Highway Network: Yes, 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: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $514,000, Roadway Improvement Cost: $51,000, Total Project Cost: $565,000 ( Estimate for 2022)
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Structure Number: 4801, Location: 4.3 MI SW CHILDERS-BURG (Lat: 33.232061, Lng: -86.406242), Route carried "on" structure: County highway 8, Year Built: 1954, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 720 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 955 (year 2038), Features Intersected: BRANCH - CULVERT
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: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $605,000, Roadway Improvement Cost: $61,000, Total Project Cost: $666,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4801, Location: 4.3 MI SW CHILDERS-BURG (Lat: 33.232061, Lng: -86.406242), Route carried "on" structure: County highway 8, Year Built: 1954, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 720 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 955 (year 2038), Features Intersected: BRANCH - CULVERT
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: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $605,000, Roadway Improvement Cost: $61,000, Total Project Cost: $666,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4802, Location: 3.5 MI N CO 26 (Lat: 33.221803, Lng: -86.405981), Route carried "on" structure: County highway 8, Year Built: 1954, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 825 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 940 (year 2038), Design Load: H 15, Features Intersected: KAHATCHEE 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), 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: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 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: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $423,000, Roadway Improvement Cost: $42,000, Total Project Cost: $465,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4802, Location: 3.5 MI N CO 26 (Lat: 33.221803, Lng: -86.405981), Route carried "on" structure: County highway 8, Year Built: 1954, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 825 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 940 (year 2038), Design Load: H 15, Features Intersected: KAHATCHEE 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), 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: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 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: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $423,000, Roadway Improvement Cost: $42,000, Total Project Cost: $465,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 816, Location: 5 MI S CAFFEE JCT (Lat: 33.212133, Lng: -87.206550), Route carried "on" structure: County highway 24, Year Built: 1964, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 932 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1,306 (year 2035), Design Load: H 20, Features Intersected: I-59, I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.11m (29.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,812,000, Roadway Improvement Cost: $181,000, Total Project Cost: $1,993,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 816, Location: 5 MI S CAFFEE JCT (Lat: 33.212133, Lng: -87.206550), Route carried "on" structure: County highway 24, Year Built: 1964, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 932 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1,306 (year 2035), Design Load: H 20, Features Intersected: I-59, I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.11m (29.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,812,000, Roadway Improvement Cost: $181,000, Total Project Cost: $1,993,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8228, Location: 2.05 MI.S.W. SKINNERTON (Lat: 31.679164, Lng: -87.088653), Route carried "on" structure: County highway 4, Year Built: 1999, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50 (year 1993), Average Future Daily Traffic: 75 (year 2033), Features Intersected: MURDER CREEK, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $22,000, Total Project Cost: $246,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 8228, Location: 2.05 MI.S.W. SKINNERTON (Lat: 31.679164, Lng: -87.088653), Route carried "on" structure: County highway 4, Year Built: 1999, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50 (year 1993), Average Future Daily Traffic: 75 (year 2033), Features Intersected: MURDER CREEK, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $22,000, Total Project Cost: $246,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 9104, Location: 6.6 MI. N ON CO RD 43 (Lat: 32.072256, Lng: -87.233328), Route carried "on" structure: County highway 43, Year Built: 1966, Status: Posted for load, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 150 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2036), Design Load: H 15, Features Intersected: SELLERS BRANCH
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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.57m (5.15ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $25,000, Total Project Cost: $272,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9104, Location: 6.6 MI. N ON CO RD 43 (Lat: 32.072256, Lng: -87.233328), Route carried "on" structure: County highway 43, Year Built: 1966, Status: Posted for load, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 150 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2036), Design Load: H 15, Features Intersected: SELLERS BRANCH
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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.57m (5.15ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $25,000, Total Project Cost: $272,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9214, Location: CITY OF CHILDERBURG (Lat: 33.274606, Lng: -86.358069), Route carried "on" structure: US 38, Year Built: 1935, Year Reconstructed: 1967, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25,140 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 35,196 (year 2039), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.028, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.8 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: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,130,000, Roadway Improvement Cost: $213,000, Total Project Cost: $2,343,000 ( Estimate for 2022)
Structure Number: 9214, Location: CITY OF CHILDERBURG (Lat: 33.274606, Lng: -86.358069), Route carried "on" structure: US 38, Year Built: 1935, Year Reconstructed: 1967, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25,140 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 35,196 (year 2039), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.028, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.8 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: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,130,000, Roadway Improvement Cost: $213,000, Total Project Cost: $2,343,000 ( Estimate for 2022)
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Structure Number: 10422, Location: 0.5 MI E STATE 235 (Lat: 33.393333, Lng: -86.323333), Route carried "on" structure: County highway 190, Year Built: 1970, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 625 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 770 (year 2038), Design Load: H 20, Features Intersected: FANNING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022, Bridge Improvement Cost: $467,000, Roadway Improvement Cost: $47,000, Total Project Cost: $514,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 10422, Location: 0.5 MI E STATE 235 (Lat: 33.393333, Lng: -86.323333), Route carried "on" structure: County highway 190, Year Built: 1970, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 625 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 770 (year 2038), Design Load: H 20, Features Intersected: FANNING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022, Bridge Improvement Cost: $467,000, Roadway Improvement Cost: $47,000, Total Project Cost: $514,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12425, Location: 0.8 MI E JCT US 280 (Lat: 33.291558, Lng: -86.353872), Route carried "on" structure: State highway 235, Year Built: 1980, Status: Open, Structure Length: 10.58m (34.71ft), Average Daily Traffic: 5,382 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 7,535 (year 2038), Design Load: HS 20, Features Intersected: TALLASEEHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.270, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.49m (37.70ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $5,434,000, Roadway Improvement Cost: $543,000, Total Project Cost: $5,977,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12425, Location: 0.8 MI E JCT US 280 (Lat: 33.291558, Lng: -86.353872), Route carried "on" structure: State highway 235, Year Built: 1980, Status: Open, Structure Length: 10.58m (34.71ft), Average Daily Traffic: 5,382 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 7,535 (year 2038), Design Load: HS 20, Features Intersected: TALLASEEHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.270, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.49m (37.70ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $5,434,000, Roadway Improvement Cost: $543,000, Total Project Cost: $5,977,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12426, Location: 1.8 MI E JCT US 280 (Lat: 33.306403, Lng: -86.355158), Route carried "on" structure: State highway 235, Year Built: 1980, Status: Open, Structure Length: 11.61m (38.09ft), Average Daily Traffic: 3,705 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 5,187 (year 2038), Design Load: HS 20, Features Intersected: TALLADEGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.852, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), 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: 21.6m (70.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.1 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: Equal to present desirable criteria, Length Of Structure Improvement: 12.48m (40.94ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $5,903,000, Roadway Improvement Cost: $590,000, Total Project Cost: $6,493,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12426, Location: 1.8 MI E JCT US 280 (Lat: 33.306403, Lng: -86.355158), Route carried "on" structure: State highway 235, Year Built: 1980, Status: Open, Structure Length: 11.61m (38.09ft), Average Daily Traffic: 3,705 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 5,187 (year 2038), Design Load: HS 20, Features Intersected: TALLADEGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.852, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), 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: 21.6m (70.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.1 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: Equal to present desirable criteria, Length Of Structure Improvement: 12.48m (40.94ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $5,903,000, Roadway Improvement Cost: $590,000, Total Project Cost: $6,493,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13319, Location: CHILDERSBURG (Lat: 33.291800, Lng: -86.365917), Route carried "on" structure: US 280, Year Built: 1984, Status: Open, Structure Length: 44.81m (147.01ft), Average Daily Traffic: 10,090 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 13,272 (year 2040), Design Load: HS 20, Features Intersected: COOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.855, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 12.8m (42.0ft), Horizontal Clearance: 77.4m (253.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 79.2m (259.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.7 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: Equal to 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: 44.81m (147.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $12,905,000, Roadway Improvement Cost: $1,291,000, Total Project Cost: $14,196,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13319, Location: CHILDERSBURG (Lat: 33.291800, Lng: -86.365917), Route carried "on" structure: US 280, Year Built: 1984, Status: Open, Structure Length: 44.81m (147.01ft), Average Daily Traffic: 10,090 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 13,272 (year 2040), Design Load: HS 20, Features Intersected: COOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.855, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 12.8m (42.0ft), Horizontal Clearance: 77.4m (253.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 79.2m (259.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.7 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: Equal to 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: 44.81m (147.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $12,905,000, Roadway Improvement Cost: $1,291,000, Total Project Cost: $14,196,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13495, Location: 1.6 MI E BON AIR RD (Lat: 33.235750, Lng: -86.329917), Route carried "on" structure: US 280, Year Built: 1985, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 24,901 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 34,861 (year 2039), Design Load: HS 20, Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.210, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 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: 2.25m (7.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,938,000, Roadway Improvement Cost: $194,000, Total Project Cost: $2,132,000 ( Estimate for 2022)
Structure Number: 13495, Location: 1.6 MI E BON AIR RD (Lat: 33.235750, Lng: -86.329917), Route carried "on" structure: US 280, Year Built: 1985, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 24,901 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 34,861 (year 2039), Design Load: HS 20, Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.210, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 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: 2.25m (7.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,938,000, Roadway Improvement Cost: $194,000, Total Project Cost: $2,132,000 ( Estimate for 2022)
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Structure Number: 14009, Location: 3 MILES EAST CHILDERSBURG (Lat: 33.277192, Lng: -86.322433), Route carried "on" structure: County highway 178, Year Built: 1986, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 510 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 680 (year 2038), Features Intersected: FOUR MILE CREEK
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), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 23.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $402,000, Roadway Improvement Cost: $40,000, Total Project Cost: $442,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 14009, Location: 3 MILES EAST CHILDERSBURG (Lat: 33.277192, Lng: -86.322433), Route carried "on" structure: County highway 178, Year Built: 1986, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 510 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 680 (year 2038), Features Intersected: FOUR MILE CREEK
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), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 23.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $402,000, Roadway Improvement Cost: $40,000, Total Project Cost: $442,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 17272, Location: CHILDERSBURG (Lat: 33.291700, Lng: -86.365800), Route carried "on" structure: US 280, Year Built: 1999, Status: Open, Structure Length: 26.21m (85.99ft), Average Daily Traffic: 10,090 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 13,272 (year 2042), Design Load: HS 20, Features Intersected: COOSA RIVER, Facility Carried by Structure: AL - 38 EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.855, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.21m (85.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $7,549,000, Roadway Improvement Cost: $755,000, Total Project Cost: $8,304,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17272, Location: CHILDERSBURG (Lat: 33.291700, Lng: -86.365800), Route carried "on" structure: US 280, Year Built: 1999, Status: Open, Structure Length: 26.21m (85.99ft), Average Daily Traffic: 10,090 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 13,272 (year 2042), Design Load: HS 20, Features Intersected: COOSA RIVER, Facility Carried by Structure: AL - 38 EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.855, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.21m (85.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $7,549,000, Roadway Improvement Cost: $755,000, Total Project Cost: $8,304,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18142, Location: 0.6 MILES STH. AL 76 (Lat: 33.303917, Lng: -86.255292), Route carried "on" structure: County highway 181, Year Built: 1955, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 52 (year 2018), Average Future Daily Traffic: 80 (year 2038), Features Intersected: BRYANT BRANCH, Facility Carried by Structure: SELLWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $24,000, Total Project Cost: $263,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 18142, Location: 0.6 MILES STH. AL 76 (Lat: 33.303917, Lng: -86.255292), Route carried "on" structure: County highway 181, Year Built: 1955, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 52 (year 2018), Average Future Daily Traffic: 80 (year 2038), Features Intersected: BRYANT BRANCH, Facility Carried by Structure: SELLWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $24,000, Total Project Cost: $263,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 18423, Location: .2 MI.NORTH INTER.US 280 (Lat: 33.285944, Lng: -86.360500), Route carried "on" structure: State highway 235, Year Built: 2008, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 5,382 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 7,535 (year 2038), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.2m (46.6ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 81.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.79m (28.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,977,000, Roadway Improvement Cost: $398,000, Total Project Cost: $4,375,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18423, Location: .2 MI.NORTH INTER.US 280 (Lat: 33.285944, Lng: -86.360500), Route carried "on" structure: State highway 235, Year Built: 2008, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 5,382 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 7,535 (year 2038), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.2m (46.6ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 81.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.79m (28.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,977,000, Roadway Improvement Cost: $398,000, Total Project Cost: $4,375,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18427, Location: 0.8 MI. WEST JCT CO. 008? (Lat: 33.243611, Lng: -86.425000), Route carried "on" structure: County highway 34, Year Built: 2000, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 508 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 693 (year 2038), Design Load: HS 20, Features Intersected: KAHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 87.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.73m (8.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $787,000, Roadway Improvement Cost: $79,000, Total Project Cost: $866,000 ( Estimate for 2022)
Structure Number: 18427, Location: 0.8 MI. WEST JCT CO. 008? (Lat: 33.243611, Lng: -86.425000), Route carried "on" structure: County highway 34, Year Built: 2000, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 508 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 693 (year 2038), Design Load: HS 20, Features Intersected: KAHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 87.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.73m (8.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $787,000, Roadway Improvement Cost: $79,000, Total Project Cost: $866,000 ( Estimate for 2022)
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Structure Number: 18504, Location: 1.6 MI.S.OF US.98 (Lat: 30.392883, Lng: -87.455764), Route carried "on" structure: County highway 99, Year Built: 2003, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,472 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,987 (year 2041), Design Load: HS 20, Features Intersected: PETERSON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2021, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $838,000, Roadway Improvement Cost: $84,000, Total Project Cost: $922,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18504, Location: 1.6 MI.S.OF US.98 (Lat: 30.392883, Lng: -87.455764), Route carried "on" structure: County highway 99, Year Built: 2003, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,472 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,987 (year 2041), Design Load: HS 20, Features Intersected: PETERSON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2021, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $838,000, Roadway Improvement Cost: $84,000, Total Project Cost: $922,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18522, Location: 6.1 MI N. OF JEFFERSON (Lat: 32.447347, Lng: -87.929419), Route carried "on" structure: County highway 57, Year Built: 2003, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 530 (year 2002), Average Future Daily Traffic: 790 (year 2042), Design Load: HS 20, Features Intersected: DOUBLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $947,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,042,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18522, Location: 6.1 MI N. OF JEFFERSON (Lat: 32.447347, Lng: -87.929419), Route carried "on" structure: County highway 57, Year Built: 2003, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 530 (year 2002), Average Future Daily Traffic: 790 (year 2042), Design Load: HS 20, Features Intersected: DOUBLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $947,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,042,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 19511, Location: 2.0 MILES SOUTH AL HWY 76 (Lat: 33.281667, Lng: -86.268333), Route carried "on" structure: County highway 175, Year Built: 2006, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 820 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 1,740 (year 2038), Design Load: HS 20, Features Intersected: WEOWOKA CREEK, Facility Carried by Structure: OAKDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.34m (27.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,716,000, Roadway Improvement Cost: $172,000, Total Project Cost: $1,888,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19511, Location: 2.0 MILES SOUTH AL HWY 76 (Lat: 33.281667, Lng: -86.268333), Route carried "on" structure: County highway 175, Year Built: 2006, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 820 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 1,740 (year 2038), Design Load: HS 20, Features Intersected: WEOWOKA CREEK, Facility Carried by Structure: OAKDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.34m (27.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,716,000, Roadway Improvement Cost: $172,000, Total Project Cost: $1,888,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20475, Location: 8.3 MI E JCT US280 (Lat: 33.383072, Lng: -86.329908), Route carried "on" structure: State highway 235, Year Built: 2017, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,531 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,143 (year 2040), Design Load: HS 20, Features Intersected: FANNING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.370, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, 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: 7.14m (23.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,251,000, Roadway Improvement Cost: $225,000, Total Project Cost: $2,476,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20475, Location: 8.3 MI E JCT US280 (Lat: 33.383072, Lng: -86.329908), Route carried "on" structure: State highway 235, Year Built: 2017, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,531 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,143 (year 2040), Design Load: HS 20, Features Intersected: FANNING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.370, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, 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: 7.14m (23.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,251,000, Roadway Improvement Cost: $225,000, Total Project Cost: $2,476,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21207, Location: TOWN OF CHILDERSBURG (Lat: 33.277944, Lng: -86.359500), Route carried "on" structure: US 280, Year Built: 2019, Status: Open, Structure Length: 5.10m (16.73ft), Average Daily Traffic: 25,140 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 35,196 (year 2039), Design Load: HL 93, Features Intersected: NORFOLK SOUTHERN R/R
Minimum Vertical Clearance: 7.32m (24.02ft), Kilometerpoint: 52.675, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 24.9m (81.7ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.12m (20.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,860,000, Roadway Improvement Cost: $386,000, Total Project Cost: $4,246,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21207, Location: TOWN OF CHILDERSBURG (Lat: 33.277944, Lng: -86.359500), Route carried "on" structure: US 280, Year Built: 2019, Status: Open, Structure Length: 5.10m (16.73ft), Average Daily Traffic: 25,140 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 35,196 (year 2039), Design Load: HL 93, Features Intersected: NORFOLK SOUTHERN R/R
Minimum Vertical Clearance: 7.32m (24.02ft), Kilometerpoint: 52.675, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 24.9m (81.7ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.12m (20.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,860,000, Roadway Improvement Cost: $386,000, Total Project Cost: $4,246,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 816, Location: TOWN OF CHILDERSBURG (Lat: 33.278333, Lng: -86.355000), Route carried "under" structure: State highway 76, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 6,230 (year 2013), Truck Traffic: 5%, Features Intersected: SR 76, Facility Carried by Structure: NORFOLK SOUTH. R/R
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 11.315, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 816, Location: TOWN OF CHILDERSBURG (Lat: 33.278333, Lng: -86.355000), Route carried "under" structure: State highway 76, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 6,230 (year 2013), Truck Traffic: 5%, Features Intersected: SR 76, Facility Carried by Structure: NORFOLK SOUTH. R/R
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 11.315, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 15.8m (51.8ft)