Bridge Statistics for McCool, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 259ft / 79.0mTotal length
- $52,612,000Total costs
- 10,612Total average daily traffic
- 1,367Total average daily truck traffic
- 11,255Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for McCool
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11970-1979
- 11980-1989
- 61990-1999
- 12000-2009
- 52010-2019
- 52020-2022
- Bridge Condition - Deck
- 75.0%Very good
- 25.0%Good
- Bridge Condition - Superstructure
- 66.7%Very good
- 25.0%Good
- 8.3%Satisfactory
- Bridge Condition - Substructure
- 66.7%Very good
- 25.0%Good
- 8.3%Fair
- Bridge Condition - Channel
- 5.0%Excellent
- 40.0%Very good
- 40.0%Good
- 15.0%Satisfactory
- Bridge Condition - Culverts
- 25.0%Excellent
- 62.5%Very good
- 12.5%Good
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Structure Number: 31000120041146, Location: 6.9 MI W CHOCTAW CL (Lat: 33.190597, Lng: -89.389972), Route carried "on" structure: State highway 12, Year Built: 2013, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: HS 20, Features Intersected: YOCKANOOKANY RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.772, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), 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: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 31000120041146, Location: 6.9 MI W CHOCTAW CL (Lat: 33.190597, Lng: -89.389972), Route carried "on" structure: State highway 12, Year Built: 2013, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: HS 20, Features Intersected: YOCKANOOKANY RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.772, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), 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: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 31000120041155, Location: 6.0 MI W CHOCTAW CL (Lat: 33.199017, Lng: -89.376881), Route carried "on" structure: State highway 12, Year Built: 2013, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: HS 20, Features Intersected: PANTHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.311, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000120041155, Location: 6.0 MI W CHOCTAW CL (Lat: 33.199017, Lng: -89.376881), Route carried "on" structure: State highway 12, Year Built: 2013, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: HS 20, Features Intersected: PANTHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.311, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000120041179, Location: 3.6 MI W CHOCTAW CL (Lat: 33.223072, Lng: -89.348203), Route carried "on" structure: State highway 12, Year Built: 2013, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,500 (year 2040), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.181, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000120041179, Location: 3.6 MI W CHOCTAW CL (Lat: 33.223072, Lng: -89.348203), Route carried "on" structure: State highway 12, Year Built: 2013, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,500 (year 2040), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.181, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000120041192, Location: 2.1 MI W CHOCTAW CL (Lat: 33.241583, Lng: -89.336792), Route carried "on" structure: State highway 12, Year Built: 2013, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,500 (year 2040), Design Load: HS 20, Features Intersected: DRY CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.494, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000120041192, Location: 2.1 MI W CHOCTAW CL (Lat: 33.241583, Lng: -89.336792), Route carried "on" structure: State highway 12, Year Built: 2013, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,500 (year 2040), Design Load: HS 20, Features Intersected: DRY CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.494, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000120041195, Location: 2.0 MI W CHOCTAW CL (Lat: 33.243194, Lng: -89.335797), Route carried "on" structure: State highway 12, Year Built: 2013, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,500 (year 2040), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.695, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000120041195, Location: 2.0 MI W CHOCTAW CL (Lat: 33.243194, Lng: -89.335797), Route carried "on" structure: State highway 12, Year Built: 2013, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,500 (year 2040), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.695, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31004070040002, Location: 0.2 MI E SR 411 (Lat: 33.202372, Lng: -89.341861), Route carried "on" structure: State highway 407, Year Built: 1930, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 240 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 240 (year 2040), Design Load: H 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.533, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 87.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 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, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019
Structure Number: 31004070040002, Location: 0.2 MI E SR 411 (Lat: 33.202372, Lng: -89.341861), Route carried "on" structure: State highway 407, Year Built: 1930, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 240 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 240 (year 2040), Design Load: H 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.533, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 87.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 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, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019
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Structure Number: 31004110040078, Location: 4.8 MI S SR 407 (Lat: 33.139822, Lng: -89.351700), Route carried "on" structure: State highway 411, Year Built: 1973, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 30 (year 2040), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.646, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2021, Other Special Inspection Date: August 2020, Bridge Improvement Cost: $13,000,000, Roadway Improvement Cost: $26,000,000, Total Project Cost: $47,000,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31004110040078, Location: 4.8 MI S SR 407 (Lat: 33.139822, Lng: -89.351700), Route carried "on" structure: State highway 411, Year Built: 1973, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 30 (year 2040), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.646, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2021, Other Special Inspection Date: August 2020, Bridge Improvement Cost: $13,000,000, Roadway Improvement Cost: $26,000,000, Total Project Cost: $47,000,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31004110040118, Location: 0.9 MI S SR 407 (Lat: 33.190183, Lng: -89.350256), Route carried "on" structure: State highway 411, Year Built: 1986, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.871, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 31004110040118, Location: 0.9 MI S SR 407 (Lat: 33.190183, Lng: -89.350256), Route carried "on" structure: State highway 411, Year Built: 1986, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.871, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 31004110040135, Location: 1.2 MI E SR 12 (Lat: 33.202750, Lng: -89.349978), Route carried "on" structure: State highway 411, Year Built: 1991, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 530 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 530 (year 2040), Design Load: HS 20, Features Intersected: YOCKANOOKANY RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.773, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: 31004110040135, Location: 1.2 MI E SR 12 (Lat: 33.202750, Lng: -89.349978), Route carried "on" structure: State highway 411, Year Built: 1991, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 530 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 530 (year 2040), Design Load: HS 20, Features Intersected: YOCKANOOKANY RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.773, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: 31004110040137, Location: 1.0 MI E SR 12 (Lat: 33.203150, Lng: -89.354014), Route carried "on" structure: State highway 411, Year Built: 1991, Status: Open, Structure Length: 18.04m (59.19ft), Average Daily Traffic: 460 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 460 (year 2040), Design Load: HS 20, Features Intersected: YOCKANOOKANY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.395, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31004110040137, Location: 1.0 MI E SR 12 (Lat: 33.203150, Lng: -89.354014), Route carried "on" structure: State highway 411, Year Built: 1991, Status: Open, Structure Length: 18.04m (59.19ft), Average Daily Traffic: 460 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 460 (year 2040), Design Load: HS 20, Features Intersected: YOCKANOOKANY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.395, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31004110040138, Location: 0.9 MI E SR 12 (Lat: 33.203289, Lng: -89.355508), Route carried "on" structure: State highway 411, Year Built: 1991, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 460 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 460 (year 2040), Design Load: HS 20, Features Intersected: YOCKANOOKANY RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: 31004110040138, Location: 0.9 MI E SR 12 (Lat: 33.203289, Lng: -89.355508), Route carried "on" structure: State highway 411, Year Built: 1991, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 460 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 460 (year 2040), Design Load: HS 20, Features Intersected: YOCKANOOKANY RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: SA0400000000001, Location: SEC 4 T13N R 6E B (Lat: 33.012222, Lng: -89.689722), Route carried "on" structure: County highway 667, Year Built: 1998, Status: Open, Structure Length: 6.62m (21.72ft), Average Daily Traffic: 450 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 675 (year 2035), Design Load: H 15, Features Intersected: LONG CREEK, Facility Carried by Structure: CO. ROAD 4167
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.793, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 7.84m (25.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $901,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,001,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA0400000000001, Location: SEC 4 T13N R 6E B (Lat: 33.012222, Lng: -89.689722), Route carried "on" structure: County highway 667, Year Built: 1998, Status: Open, Structure Length: 6.62m (21.72ft), Average Daily Traffic: 450 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 675 (year 2035), Design Load: H 15, Features Intersected: LONG CREEK, Facility Carried by Structure: CO. ROAD 4167
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.793, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 7.84m (25.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $901,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,001,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA0400000000123, Location: SEC 12 T15N R 9E (Lat: 33.171667, Lng: -89.318333), Route carried "on" structure: County highway 276, Year Built: 1999, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 50 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2033), Design Load: HS 20+Mod, Features Intersected: BCH YOCKANOOKANY RIVER, Facility Carried by Structure: CO. ROAD 2005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2020)
Structure Number: SA0400000000123, Location: SEC 12 T15N R 9E (Lat: 33.171667, Lng: -89.318333), Route carried "on" structure: County highway 276, Year Built: 1999, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 50 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2033), Design Load: HS 20+Mod, Features Intersected: BCH YOCKANOOKANY RIVER, Facility Carried by Structure: CO. ROAD 2005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2020)
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Structure Number: SA0400000000125, Location: SEC 22 T15N R 9E (Lat: 33.145625, Lng: -89.370536), Route carried "on" structure: County highway 282, Year Built: 2001, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 50 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2035), Design Load: HS 20, Features Intersected: BCH YOCKANOOKANY RIVER, Facility Carried by Structure: CO. ROAD 5231
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.56m (18.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $639,000, Roadway Improvement Cost: $100,000, Total Project Cost: $739,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA0400000000125, Location: SEC 22 T15N R 9E (Lat: 33.145625, Lng: -89.370536), Route carried "on" structure: County highway 282, Year Built: 2001, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 50 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2035), Design Load: HS 20, Features Intersected: BCH YOCKANOOKANY RIVER, Facility Carried by Structure: CO. ROAD 5231
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.56m (18.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $639,000, Roadway Improvement Cost: $100,000, Total Project Cost: $739,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA0400000000164, Location: SEC 15 T16N R 9E (Lat: 33.240556, Lng: -89.363889), Route carried "on" structure: County highway 261, Year Built: 1999, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 50 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2035), Design Load: HS 20+Mod, Features Intersected: BCH YOCKANOOKANY RIVER, Facility Carried by Structure: CO. ROAD 2132
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.78m (2.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2020)
Structure Number: SA0400000000164, Location: SEC 15 T16N R 9E (Lat: 33.240556, Lng: -89.363889), Route carried "on" structure: County highway 261, Year Built: 1999, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 50 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2035), Design Load: HS 20+Mod, Features Intersected: BCH YOCKANOOKANY RIVER, Facility Carried by Structure: CO. ROAD 2132
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.78m (2.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2020)
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Structure Number: SA040000000A126, Location: SEC 23 T15N R 9E (Lat: 33.142656, Lng: -89.345886), Route carried "on" structure: County highway 285, Year Built: 2020, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 50 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2035), Features Intersected: BCH YOCKANOOKANY RIVER, Facility Carried by Structure: CO. ROAD 2246
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 10.4 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $100,000, Total Project Cost: $520,000 ( Estimate for 2021), Deck Structure Type: Other
Structure Number: SA040000000A126, Location: SEC 23 T15N R 9E (Lat: 33.142656, Lng: -89.345886), Route carried "on" structure: County highway 285, Year Built: 2020, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 50 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2035), Features Intersected: BCH YOCKANOOKANY RIVER, Facility Carried by Structure: CO. ROAD 2246
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 10.4 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $100,000, Total Project Cost: $520,000 ( Estimate for 2021), Deck Structure Type: Other
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Structure Number: SA040000000A127, Location: SEC 24 T15N R 9E B (Lat: 33.141742, Lng: -89.327950), Route carried "on" structure: County highway 283, Year Built: 2020, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 60 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 90 (year 2033), Features Intersected: BCH YOCKANOOKANY RIVER, Facility Carried by Structure: CO. ROAD 5233
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2020)
Structure Number: SA040000000A127, Location: SEC 24 T15N R 9E B (Lat: 33.141742, Lng: -89.327950), Route carried "on" structure: County highway 283, Year Built: 2020, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 60 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 90 (year 2033), Features Intersected: BCH YOCKANOOKANY RIVER, Facility Carried by Structure: CO. ROAD 5233
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2020)
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Structure Number: SA040000000A159, Location: SEC 34 T16N R 8E B (Lat: 33.203275, Lng: -89.459075), Route carried "on" structure: County highway 408, Year Built: 2020, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 62 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 90 (year 2033), Features Intersected: BCH YOCKANOOKANY RIVER, Facility Carried by Structure: CO. ROAD 2247
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.794, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Very good, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.65m (11.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2020)
Structure Number: SA040000000A159, Location: SEC 34 T16N R 8E B (Lat: 33.203275, Lng: -89.459075), Route carried "on" structure: County highway 408, Year Built: 2020, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 62 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 90 (year 2033), Features Intersected: BCH YOCKANOOKANY RIVER, Facility Carried by Structure: CO. ROAD 2247
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.794, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Very good, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.65m (11.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2020)
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Structure Number: SA040000000A165, Location: SEC 21 T16N R 9E B (Lat: 33.226456, Lng: -89.383836), Route carried "on" structure: County highway 1661, Year Built: 2020, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 90 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2035), Features Intersected: BCH OF YOCKANOOKANY, Facility Carried by Structure: CO. ROAD 3122
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.334, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 10.4 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $100,000, Total Project Cost: $380,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: SA040000000A165, Location: SEC 21 T16N R 9E B (Lat: 33.226456, Lng: -89.383836), Route carried "on" structure: County highway 1661, Year Built: 2020, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 90 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2035), Features Intersected: BCH OF YOCKANOOKANY, Facility Carried by Structure: CO. ROAD 3122
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.334, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 10.4 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $100,000, Total Project Cost: $380,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: SA040000000A179, Location: SEC 25 T16N R 9E (Lat: 33.213603, Lng: -89.326722), Route carried "on" structure: County highway 407, Year Built: 2020, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2037), Design Load: HL 93, Features Intersected: TIBBEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.260, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.2 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: 34.0 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.80m (41.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,472,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,572,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA040000000A179, Location: SEC 25 T16N R 9E (Lat: 33.213603, Lng: -89.326722), Route carried "on" structure: County highway 407, Year Built: 2020, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2037), Design Load: HL 93, Features Intersected: TIBBEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.260, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.2 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: 34.0 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.80m (41.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,472,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,572,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place