Bridge Statistics for Riverside, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 505ft / 154mTotal length
- $40,967,000Total costs
- 160,561Total average daily traffic
- 47,182Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Riverside
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21940-1949
- 61960-1969
- 11980-1989
- 11990-1999
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 18.2%Very good
- 54.5%Satisfactory
- 27.3%Fair
- Bridge Condition - Superstructure
- 9.1%Very good
- 9.1%Good
- 45.5%Satisfactory
- 36.4%Fair
- Bridge Condition - Substructure
- 18.2%Very good
- 18.2%Good
- 45.5%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 12.5%Very good
- 50.0%Good
- 12.5%Satisfactory
- 25.0%Fair
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Structure Number: 1194, Location: DEPOTE ST * CO (Lat: 33.630972, Lng: -86.181278), Route carried "on" structure: City street , Year Built: 1935, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,050 (year 2040), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: DEPOTE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.64m (5.38ft), 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: $282,000, Roadway Improvement Cost: $28,000, Total Project Cost: $310,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1194, Location: DEPOTE ST * CO (Lat: 33.630972, Lng: -86.181278), Route carried "on" structure: City street , Year Built: 1935, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,050 (year 2040), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: DEPOTE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.64m (5.38ft), 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: $282,000, Roadway Improvement Cost: $28,000, Total Project Cost: $310,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2456, Location: 2ND BRG NO. US. 231 (Lat: 33.671111, Lng: -86.244167), Route carried "on" structure: State highway 144, Year Built: 1940, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 3,080 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,648 (year 2041), Design Load: H 15, Features Intersected: BROKEN ARROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,151,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,266,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2456, Location: 2ND BRG NO. US. 231 (Lat: 33.671111, Lng: -86.244167), Route carried "on" structure: State highway 144, Year Built: 1940, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 3,080 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,648 (year 2041), Design Load: H 15, Features Intersected: BROKEN ARROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,151,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,266,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2457, Location: 3RD BRIDGE NO. US. 231 (Lat: 33.672222, Lng: -86.243056), Route carried "on" structure: State highway 144, Year Built: 1940, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 3,080 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,648 (year 2041), Design Load: H 15, Features Intersected: BUSINESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.690, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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 minimum criteria, Length Of Structure Improvement: 5.05m (16.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $934,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,027,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2457, Location: 3RD BRIDGE NO. US. 231 (Lat: 33.672222, Lng: -86.243056), Route carried "on" structure: State highway 144, Year Built: 1940, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 3,080 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,648 (year 2041), Design Load: H 15, Features Intersected: BUSINESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.690, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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 minimum criteria, Length Of Structure Improvement: 5.05m (16.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $934,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,027,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7221, Location: .1 MI W. RIVERSIDE EXIT (Lat: 33.600053, Lng: -86.217106), Route carried "on" structure: Interstate 20, Year Built: 1961, Year Reconstructed: 1993, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 43,320 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 52,338 (year 2040), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 261.720, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.1m (148.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.92m (22.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $7,024,000, Roadway Improvement Cost: $702,000, Total Project Cost: $7,726,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 7221, Location: .1 MI W. RIVERSIDE EXIT (Lat: 33.600053, Lng: -86.217106), Route carried "on" structure: Interstate 20, Year Built: 1961, Year Reconstructed: 1993, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 43,320 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 52,338 (year 2040), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 261.720, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.1m (148.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.92m (22.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $7,024,000, Roadway Improvement Cost: $702,000, Total Project Cost: $7,726,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 785, Location: RIVERSIDE (Lat: 33.593889, Lng: -86.186389), Route carried "on" structure: Interstate 20, Year Built: 1963, Status: Open, Structure Length: 42.28m (138.71ft), Average Daily Traffic: 21,335 (year 2021), Truck Traffic: 35%, Average Future Daily Traffic: 25,776 (year 2041), Design Load: HS 20, Features Intersected: COOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 264.676, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 76.2m (250.0ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 79.2m (259.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.8 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 42.28m (138.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $8,697,000, Roadway Improvement Cost: $870,000, Total Project Cost: $9,567,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 785, Location: RIVERSIDE (Lat: 33.593889, Lng: -86.186389), Route carried "on" structure: Interstate 20, Year Built: 1963, Status: Open, Structure Length: 42.28m (138.71ft), Average Daily Traffic: 21,335 (year 2021), Truck Traffic: 35%, Average Future Daily Traffic: 25,776 (year 2041), Design Load: HS 20, Features Intersected: COOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 264.676, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 76.2m (250.0ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 79.2m (259.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.8 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 42.28m (138.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $8,697,000, Roadway Improvement Cost: $870,000, Total Project Cost: $9,567,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7851, Location: RIVERSIDE (Lat: 33.593889, Lng: -86.186389), Route carried "on" structure: Interstate 20, Year Built: 1963, Status: Open, Structure Length: 42.28m (138.71ft), Average Daily Traffic: 21,335 (year 2021), Truck Traffic: 35%, Average Future Daily Traffic: 25,776 (year 2041), Design Load: HS 20, Features Intersected: COOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 264.676, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 76.2m (250.0ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 79.2m (259.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.8 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 42.28m (138.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $8,697,000, Roadway Improvement Cost: $870,000, Total Project Cost: $9,567,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7851, Location: RIVERSIDE (Lat: 33.593889, Lng: -86.186389), Route carried "on" structure: Interstate 20, Year Built: 1963, Status: Open, Structure Length: 42.28m (138.71ft), Average Daily Traffic: 21,335 (year 2021), Truck Traffic: 35%, Average Future Daily Traffic: 25,776 (year 2041), Design Load: HS 20, Features Intersected: COOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 264.676, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 76.2m (250.0ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 79.2m (259.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.8 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 42.28m (138.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $8,697,000, Roadway Improvement Cost: $870,000, Total Project Cost: $9,567,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8243, Location: US 78 * I 20 RIVERSIDE (Lat: 33.598428, Lng: -86.213439), Route carried "on" structure: US 78, Year Built: 1964, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 8,520 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 10,988 (year 2041), Design Load: HS 20, Features Intersected: I 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 221.171, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 11.57m (37.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,698,000, Roadway Improvement Cost: $270,000, Total Project Cost: $2,968,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8243, Location: US 78 * I 20 RIVERSIDE (Lat: 33.598428, Lng: -86.213439), Route carried "on" structure: US 78, Year Built: 1964, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 8,520 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 10,988 (year 2041), Design Load: HS 20, Features Intersected: I 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 221.171, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 11.57m (37.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,698,000, Roadway Improvement Cost: $270,000, Total Project Cost: $2,968,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8668, Location: .7 MI.W. I-20 (Lat: 33.595500, Lng: -86.223700), Route carried "on" structure: US 78, Year Built: 1965, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 8,520 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 10,988 (year 2040), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 220.083, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.61m (28.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,831,000, Roadway Improvement Cost: $183,000, Total Project Cost: $2,014,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8668, Location: .7 MI.W. I-20 (Lat: 33.595500, Lng: -86.223700), Route carried "on" structure: US 78, Year Built: 1965, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 8,520 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 10,988 (year 2040), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 220.083, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.61m (28.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,831,000, Roadway Improvement Cost: $183,000, Total Project Cost: $2,014,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10641, Location: @ ST CLAIR/TALLADEGA CL (Lat: 33.601883, Lng: -86.196617), Route carried "on" structure: US 78, Year Built: 1930, Year Reconstructed: 1972, Status: Open, Structure Length: 27.95m (91.70ft), Average Daily Traffic: 6,426 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 11,608 (year 2042), Design Load: H 15, Features Intersected: COOSA RIVER
Minimum Vertical Clearance: 4.19m (13.75ft), Kilometerpoint: 222.894, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 7.3m (24.0ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 12, Length of Maximum Span: 70.7m (232.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 27.95m (91.70ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Underwater Inspection Date: August 2021, Other Special Inspection Date: March 2022, Bridge Improvement Cost: $4,408,000, Roadway Improvement Cost: $441,000, Total Project Cost: $4,849,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10641, Location: @ ST CLAIR/TALLADEGA CL (Lat: 33.601883, Lng: -86.196617), Route carried "on" structure: US 78, Year Built: 1930, Year Reconstructed: 1972, Status: Open, Structure Length: 27.95m (91.70ft), Average Daily Traffic: 6,426 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 11,608 (year 2042), Design Load: H 15, Features Intersected: COOSA RIVER
Minimum Vertical Clearance: 4.19m (13.75ft), Kilometerpoint: 222.894, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 7.3m (24.0ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 12, Length of Maximum Span: 70.7m (232.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 27.95m (91.70ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Underwater Inspection Date: August 2021, Other Special Inspection Date: March 2022, Bridge Improvement Cost: $4,408,000, Roadway Improvement Cost: $441,000, Total Project Cost: $4,849,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13981, Location: 05 MI NW REFUGE CHURCH (Lat: 33.676208, Lng: -86.238381), Route carried "on" structure: ServiceCounty highway 79, Year Built: 1986, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 525 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 821 (year 2029), Design Load: HS 20, Features Intersected: BROKEN ARROW 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: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $679,000, Roadway Improvement Cost: $68,000, Total Project Cost: $747,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 13981, Location: 05 MI NW REFUGE CHURCH (Lat: 33.676208, Lng: -86.238381), Route carried "on" structure: ServiceCounty highway 79, Year Built: 1986, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 525 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 821 (year 2029), Design Load: HS 20, Features Intersected: BROKEN ARROW 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: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $679,000, Roadway Improvement Cost: $68,000, Total Project Cost: $747,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 15213, Location: 0.3 MI NW REFUGE CHURCH (Lat: 33.671719, Lng: -86.235067), Route carried "on" structure: ServiceCounty highway 79, Year Built: 1990, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 350 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 586 (year 2029), Design Load: HS 20, Features Intersected: BROKEN ARROW 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: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $842,000, Roadway Improvement Cost: $84,000, Total Project Cost: $926,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 15213, Location: 0.3 MI NW REFUGE CHURCH (Lat: 33.671719, Lng: -86.235067), Route carried "on" structure: ServiceCounty highway 79, Year Built: 1990, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 350 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 586 (year 2029), Design Load: HS 20, Features Intersected: BROKEN ARROW 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: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $842,000, Roadway Improvement Cost: $84,000, Total Project Cost: $926,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 8243, Location: US 78 * I 20 RIVERSIDE (Lat: 33.598428, Lng: -86.213439), Route carried "under" structure: Interstate 20, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 43,320 (year 2021), Truck Traffic: 35%, Features Intersected: I 20, Facility Carried by Structure: AL - 4 (US 78)
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 262.156, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 8243, Location: US 78 * I 20 RIVERSIDE (Lat: 33.598428, Lng: -86.213439), Route carried "under" structure: Interstate 20, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 43,320 (year 2021), Truck Traffic: 35%, Features Intersected: I 20, Facility Carried by Structure: AL - 4 (US 78)
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 262.156, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 29.3m (96.1ft)