Bridge Statistics for Columbus AFB, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 436ft / 133mTotal length
- $527,000,000Total costs
- 40,460Total average daily traffic
- 4,941Total average daily truck traffic
- 48,565Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Columbus AFB
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 91990-1999
- 42000-2009
- 12020-2022
- Bridge Condition - Deck
- 9.1%Very good
- 72.7%Good
- 18.2%Satisfactory
- Bridge Condition - Superstructure
- 18.2%Very good
- 54.5%Good
- 27.3%Satisfactory
- Bridge Condition - Substructure
- 18.2%Very good
- 63.6%Good
- 18.2%Fair
- Bridge Condition - Channel
- 6.3%Excellent
- 56.3%Very good
- 25.0%Good
- 6.3%Satisfactory
- 6.3%Poor
- Bridge Condition - Culverts
- 20.0%Excellent
- 40.0%Very good
- 20.0%Good
- 20.0%Satisfactory
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Structure Number: 21000450441746A, Location: 0.4 MI S MONROE CL (Lat: 33.668281, Lng: -88.426217), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 6.17m (20.24ft), Average Daily Traffic: 4,550 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: BUTTAHATCHIE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.744, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450441746A, Location: 0.4 MI S MONROE CL (Lat: 33.668281, Lng: -88.426217), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 6.17m (20.24ft), Average Daily Traffic: 4,550 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: BUTTAHATCHIE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.744, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450441746B, Location: 0.4 MI S MONROE CL (Lat: 33.667897, Lng: -88.425686), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 6.17m (20.24ft), Average Daily Traffic: 4,550 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: BUTTAHATCHIE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.943, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450441746B, Location: 0.4 MI S MONROE CL (Lat: 33.667897, Lng: -88.425686), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 6.17m (20.24ft), Average Daily Traffic: 4,550 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: BUTTAHATCHIE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.943, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450441748A, Location: 0.2 MI S MONROE CL (Lat: 33.670353, Lng: -88.427389), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 4,550 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: BUTTAHATCHIE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.489, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450441748A, Location: 0.2 MI S MONROE CL (Lat: 33.670353, Lng: -88.427389), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 4,550 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: BUTTAHATCHIE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.489, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450441748B, Location: 0.2 MI S MONROE CL (Lat: 33.670067, Lng: -88.426906), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 4,550 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: BUTTAHATCHIE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.208, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450441748B, Location: 0.2 MI S MONROE CL (Lat: 33.670067, Lng: -88.426906), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 4,550 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: BUTTAHATCHIE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.208, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450441749A, Location: LOWNDES/MONROE CL (Lat: 33.674328, Lng: -88.429631), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 27.50m (90.22ft), Average Daily Traffic: 4,550 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: BUTTAHATCHIE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, 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: 61.0m (200.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450441749A, Location: LOWNDES/MONROE CL (Lat: 33.674328, Lng: -88.429631), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 27.50m (90.22ft), Average Daily Traffic: 4,550 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: BUTTAHATCHIE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, 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: 61.0m (200.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450441749B, Location: LOWNDES/MONROE CL (Lat: 33.672150, Lng: -88.428075), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 27.50m (90.22ft), Average Daily Traffic: 4,550 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: BUTTAHATCHIE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.464, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, 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: 61.0m (200.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450441749B, Location: LOWNDES/MONROE CL (Lat: 33.672150, Lng: -88.428075), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 27.50m (90.22ft), Average Daily Traffic: 4,550 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: BUTTAHATCHIE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.464, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, 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: 61.0m (200.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450481755A, Location: 0.6 MI N LOWNDES CL (Lat: 33.679836, Lng: -88.432744), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 11.04m (36.22ft), Average Daily Traffic: 4,200 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20, Features Intersected: BUTTAHATCHIE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.908, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450481755A, Location: 0.6 MI N LOWNDES CL (Lat: 33.679836, Lng: -88.432744), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 11.04m (36.22ft), Average Daily Traffic: 4,200 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20, Features Intersected: BUTTAHATCHIE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.908, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450481755B, Location: 0.6 MI N LOWNDES CL (Lat: 33.679014, Lng: -88.431958), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 11.04m (36.22ft), Average Daily Traffic: 4,200 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20, Features Intersected: BUTTAHATCHIE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.565, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450481755B, Location: 0.6 MI N LOWNDES CL (Lat: 33.679014, Lng: -88.431958), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 11.04m (36.22ft), Average Daily Traffic: 4,200 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20, Features Intersected: BUTTAHATCHIE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.565, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 24000450441712, Location: 3.5 MI S MONROE CL (Lat: 33.623328, Lng: -88.418461), Route carried "on" structure: State highway 786, Year Built: 2000, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: NORTH SPUR LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.530, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 24000450441712, Location: 3.5 MI S MONROE CL (Lat: 33.623328, Lng: -88.418461), Route carried "on" structure: State highway 786, Year Built: 2000, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: NORTH SPUR LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.530, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 31003730440099, Location: LOWNDES/MONROE CL (Lat: 33.662653, Lng: -88.456811), Route carried "on" structure: State highway 373, Year Built: 1937, Status: Open, Structure Length: 13.69m (44.91ft), Average Daily Traffic: 160 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 180 (year 2040), Design Load: H 15, Features Intersected: BUTTAHATCHIE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.200, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 41.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.69m (44.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 30 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Underwater Inspection Date: April 2020, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $108,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $276,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003730440099, Location: LOWNDES/MONROE CL (Lat: 33.662653, Lng: -88.456811), Route carried "on" structure: State highway 373, Year Built: 1937, Status: Open, Structure Length: 13.69m (44.91ft), Average Daily Traffic: 160 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 180 (year 2040), Design Load: H 15, Features Intersected: BUTTAHATCHIE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.200, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 41.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.69m (44.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 30 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Underwater Inspection Date: April 2020, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $108,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $276,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31003730480103, Location: 0.2 MI N LOWNDES CL (Lat: 33.667822, Lng: -88.457139), Route carried "on" structure: State highway 373, Year Built: 1937, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 130 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 130 (year 2040), Design Load: H 15, Features Intersected: BUTTAHATCHIE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.436, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.97m (35.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $86,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $251,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003730480103, Location: 0.2 MI N LOWNDES CL (Lat: 33.667822, Lng: -88.457139), Route carried "on" structure: State highway 373, Year Built: 1937, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 130 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 130 (year 2040), Design Load: H 15, Features Intersected: BUTTAHATCHIE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.436, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.97m (35.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $86,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $251,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA4400000000043, Location: SEC 7 T17S R18W (Lat: 33.606389, Lng: -88.466389), Route carried "on" structure: County highway 115, Year Built: 2003, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2038), Design Load: HS 20, Features Intersected: STINSON CREEK, Facility Carried by Structure: BARTON FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.8 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: SA4400000000043, Location: SEC 7 T17S R18W (Lat: 33.606389, Lng: -88.466389), Route carried "on" structure: County highway 115, Year Built: 2003, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2038), Design Load: HS 20, Features Intersected: STINSON CREEK, Facility Carried by Structure: BARTON FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.8 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: SA4400000000044, Location: SEC 7 T17S R18W (Lat: 33.608611, Lng: -88.457500), Route carried "on" structure: County highway 116, Year Built: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 200 (year 2038), Design Load: HS 20, Features Intersected: STINSON CREEK, Facility Carried by Structure: STINSON CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.1m (13.5ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: SA4400000000044, Location: SEC 7 T17S R18W (Lat: 33.608611, Lng: -88.457500), Route carried "on" structure: County highway 116, Year Built: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 200 (year 2038), Design Load: HS 20, Features Intersected: STINSON CREEK, Facility Carried by Structure: STINSON CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.1m (13.5ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: SA4400000000045, Location: SEC 11 T17S R18W (Lat: 33.603333, Lng: -88.395000), Route carried "on" structure: County highway 1703, Year Built: 2005, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 410 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 615 (year 2038), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.920, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: SA4400000000045, Location: SEC 11 T17S R18W (Lat: 33.603333, Lng: -88.395000), Route carried "on" structure: County highway 1703, Year Built: 2005, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 410 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 615 (year 2038), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.920, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: SA4400000000138, Location: SEC_34_T16S_R18W B (Lat: 33.631944, Lng: -88.408056), Route carried "on" structure: County highway 1703, Year Built: 2005, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 410 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 615 (year 2043), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.200, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: SA4400000000138, Location: SEC_34_T16S_R18W B (Lat: 33.631944, Lng: -88.408056), Route carried "on" structure: County highway 1703, Year Built: 2005, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 410 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 615 (year 2043), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.200, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: SA440000000014, Location: SEC 12 T17S R18W B (Lat: 33.605464, Lng: -88.377617), Route carried "on" structure: County highway 753, Year Built: 2021, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 3,750 (year 2038), Design Load: HL 93, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: WOLFE ROAD
Minimum Vertical Clearance: 23.70m (77.76ft), Kilometerpoint: 643.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 75.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA440000000014, Location: SEC 12 T17S R18W B (Lat: 33.605464, Lng: -88.377617), Route carried "on" structure: County highway 753, Year Built: 2021, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 3,750 (year 2038), Design Load: HL 93, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: WOLFE ROAD
Minimum Vertical Clearance: 23.70m (77.76ft), Kilometerpoint: 643.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 75.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place