Bridge Statistics for Thaxton, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 272ft / 83.4mTotal length
- $3,220,236,000Total costs
- 34,585Total average daily traffic
- 3,691Total average daily truck traffic
- 38,797Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Thaxton
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 11950-1959
- 41960-1969
- 21970-1979
- 81980-1989
- 51990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 18.2%Very good
- 40.9%Good
- 27.3%Satisfactory
- 9.1%Fair
- 4.5%Poor
- Bridge Condition - Superstructure
- 4.5%Excellent
- 27.3%Very good
- 31.8%Good
- 18.2%Satisfactory
- 18.2%Fair
- Bridge Condition - Substructure
- 22.7%Very good
- 31.8%Good
- 22.7%Satisfactory
- 22.7%Fair
- Bridge Condition - Channel
- 8.3%Very good
- 41.7%Good
- 41.7%Satisfactory
- 4.2%Fair
- 4.2%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
Find on map >> Show street view
Structure Number: 31000060580976A, Location: 4.7 MI E LAFAYETTE CL (Lat: 34.286319, Lng: -89.164472), Route carried "on" structure: US 278, Year Built: 1998, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 4,350 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.944, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 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: 24.4m (80.1ft), 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: Satisfactory, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000060580976A, Location: 4.7 MI E LAFAYETTE CL (Lat: 34.286319, Lng: -89.164472), Route carried "on" structure: US 278, Year Built: 1998, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 4,350 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.944, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 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: 24.4m (80.1ft), 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: Satisfactory, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 31000060580976B, Location: 4.7 MI E LAFAYETTE CL (Lat: 34.286067, Lng: -89.165069), Route carried "on" structure: US 278, Year Built: 1996, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 4,350 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.625, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 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: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000060580976B, Location: 4.7 MI E LAFAYETTE CL (Lat: 34.286067, Lng: -89.165069), Route carried "on" structure: US 278, Year Built: 1996, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 4,350 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.625, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 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: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 31000060581012, Location: 8.3 MI E LAFAYETTE CL (Lat: 34.275172, Lng: -89.103000), Route carried "on" structure: US 6, Year Built: 1940, Status: Posted for load, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: H 15, Features Intersected: MUD CREEK, Facility Carried by Structure: SR 338
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.271, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 33, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 18.3m (60.0ft), 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: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 7.08m (23.23ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $649,000,000, Roadway Improvement Cost: $65,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31000060581012, Location: 8.3 MI E LAFAYETTE CL (Lat: 34.275172, Lng: -89.103000), Route carried "on" structure: US 6, Year Built: 1940, Status: Posted for load, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: H 15, Features Intersected: MUD CREEK, Facility Carried by Structure: SR 338
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.271, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 33, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 18.3m (60.0ft), 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: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 7.08m (23.23ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $649,000,000, Roadway Improvement Cost: $65,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 31000060581013A, Location: 8.4 MI E LAFAYETTE CL (Lat: 34.284431, Lng: -89.102689), Route carried "on" structure: US 278, Year Built: 1988, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 4,800 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,500 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.150, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 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: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000060581013A, Location: 8.4 MI E LAFAYETTE CL (Lat: 34.284431, Lng: -89.102689), Route carried "on" structure: US 278, Year Built: 1988, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 4,800 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,500 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.150, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 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: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 31000060581013B, Location: 8.4 MI W LAFAYETTE CL (Lat: 34.284050, Lng: -89.103247), Route carried "on" structure: US 278, Year Built: 1996, Status: Open, Structure Length: 6.47m (21.23ft), Average Daily Traffic: 4,800 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,500 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.419, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 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: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000060581013B, Location: 8.4 MI W LAFAYETTE CL (Lat: 34.284050, Lng: -89.103247), Route carried "on" structure: US 278, Year Built: 1996, Status: Open, Structure Length: 6.47m (21.23ft), Average Daily Traffic: 4,800 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,500 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.419, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 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: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 31003340580264, Location: 1.0 MI W SR 9 (Lat: 34.239442, Lng: -89.119194), Route carried "on" structure: State highway 334, Year Built: 1920, Year Reconstructed: 1983, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 760 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 760 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.241, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), 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: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $13,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $166,000,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31003340580264, Location: 1.0 MI W SR 9 (Lat: 34.239442, Lng: -89.119194), Route carried "on" structure: State highway 334, Year Built: 1920, Year Reconstructed: 1983, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 760 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 760 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.241, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), 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: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $13,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $166,000,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 31003360580083, Location: 5.2 MI W SR 76 (Lat: 34.312558, Lng: -89.184256), Route carried "on" structure: State highway 336, Year Built: 1983, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 200 (year 2040), Design Load: H 15, Features Intersected: BUTTERMILK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.434, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), 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: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31003360580083, Location: 5.2 MI W SR 76 (Lat: 34.312558, Lng: -89.184256), Route carried "on" structure: State highway 336, Year Built: 1983, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 200 (year 2040), Design Load: H 15, Features Intersected: BUTTERMILK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.434, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), 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: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 310033605801, Location: 3.5 MI W SR 76 (Lat: 34.300022, Lng: -89.161222), Route carried "on" structure: State highway 336, Year Built: 1987, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.167, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, 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: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 310033605801, Location: 3.5 MI W SR 76 (Lat: 34.300022, Lng: -89.161222), Route carried "on" structure: State highway 336, Year Built: 1987, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.167, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, 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: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 31003360580108, Location: 2.7 MI W SR 76 (Lat: 34.294131, Lng: -89.149361), Route carried "on" structure: State highway 336, Year Built: 1987, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.464, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31003360580108, Location: 2.7 MI W SR 76 (Lat: 34.294131, Lng: -89.149361), Route carried "on" structure: State highway 336, Year Built: 1987, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.464, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 31003460580029, Location: 6.7 MI W SR 15 (Lat: 34.352403, Lng: -89.137456), Route carried "on" structure: State highway 346, Year Built: 1964, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.698, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $307,000,000, Roadway Improvement Cost: $31,000,000, Total Project Cost: $915,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003460580029, Location: 6.7 MI W SR 15 (Lat: 34.352403, Lng: -89.137456), Route carried "on" structure: State highway 346, Year Built: 1964, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.698, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $307,000,000, Roadway Improvement Cost: $31,000,000, Total Project Cost: $915,000,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 3100346058003, Location: 6.6 MI W SR 15 (Lat: 34.353750, Lng: -89.136297), Route carried "on" structure: State highway 346, Year Built: 1964, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.881, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: April 2021
Structure Number: 3100346058003, Location: 6.6 MI W SR 15 (Lat: 34.353750, Lng: -89.136297), Route carried "on" structure: State highway 346, Year Built: 1964, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.881, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: April 2021
Find on map >> Show street view
Structure Number: 31003460580034, Location: 6.2 MI W SR 15 (Lat: 34.357931, Lng: -89.132697), Route carried "on" structure: State highway 346, Year Built: 1964, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.451, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $307,000,000, Roadway Improvement Cost: $31,000,000, Total Project Cost: $915,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003460580034, Location: 6.2 MI W SR 15 (Lat: 34.357931, Lng: -89.132697), Route carried "on" structure: State highway 346, Year Built: 1964, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.451, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $307,000,000, Roadway Improvement Cost: $31,000,000, Total Project Cost: $915,000,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 31003460580036, Location: 6.0 MI W SR 15 (Lat: 34.360383, Lng: -89.129742), Route carried "on" structure: State highway 346, Year Built: 1964, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.837, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $62,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $223,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003460580036, Location: 6.0 MI W SR 15 (Lat: 34.360383, Lng: -89.129742), Route carried "on" structure: State highway 346, Year Built: 1964, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.837, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $62,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $223,000,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 31003460580038, Location: 5.8 MI W SR 15 (Lat: 34.362397, Lng: -89.126164), Route carried "on" structure: State highway 346, Year Built: 1986, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.235, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31003460580038, Location: 5.8 MI W SR 15 (Lat: 34.362397, Lng: -89.126164), Route carried "on" structure: State highway 346, Year Built: 1986, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.235, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: SA5800000000002, Location: SEC 26 T 8S R 1E (Lat: 34.359778, Lng: -89.163778), Route carried "on" structure: County highway 858, Year Built: 2002, Status: Posted for load, Structure Length: 2.40m (7.87ft), Average Daily Traffic: 890 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,335 (year 2033), Design Load: H 15, Features Intersected: MILL CRK, Facility Carried by Structure: ESPERANZA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 10.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA5800000000002, Location: SEC 26 T 8S R 1E (Lat: 34.359778, Lng: -89.163778), Route carried "on" structure: County highway 858, Year Built: 2002, Status: Posted for load, Structure Length: 2.40m (7.87ft), Average Daily Traffic: 890 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,335 (year 2033), Design Load: H 15, Features Intersected: MILL CRK, Facility Carried by Structure: ESPERANZA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 10.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: SA5800000000003, Location: SEC 28 T 8S R 1E (Lat: 34.360861, Lng: -89.198028), Route carried "on" structure: County highway 191, Year Built: 1985, Status: Posted for load, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 75 (year 2014), Average Future Daily Traffic: 112 (year 2034), Design Load: H 10, Features Intersected: TRIBUTARY OF CANE CREEK, Facility Carried by Structure: GRAHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 10.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: SA5800000000003, Location: SEC 28 T 8S R 1E (Lat: 34.360861, Lng: -89.198028), Route carried "on" structure: County highway 191, Year Built: 1985, Status: Posted for load, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 75 (year 2014), Average Future Daily Traffic: 112 (year 2034), Design Load: H 10, Features Intersected: TRIBUTARY OF CANE CREEK, Facility Carried by Structure: GRAHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 10.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: SA5800000000004, Location: SEC 36 T 8S R 1E B (Lat: 34.336917, Lng: -89.149889), Route carried "on" structure: County highway 1836, Year Built: 1989, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 630 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 945 (year 2033), Design Load: HS 20, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: THAXTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.081, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5800000000004, Location: SEC 36 T 8S R 1E B (Lat: 34.336917, Lng: -89.149889), Route carried "on" structure: County highway 1836, Year Built: 1989, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 630 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 945 (year 2033), Design Load: HS 20, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: THAXTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.081, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA5800000000012, Location: SEC 1 T 9S R 1E B (Lat: 34.324778, Lng: -89.145389), Route carried "on" structure: County highway 338, Year Built: 1970, Status: Posted for load, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 270 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 405 (year 2034), Design Load: H 10, Features Intersected: CANE CREEK, Facility Carried by Structure: CANE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.173, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 17.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 6.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA5800000000012, Location: SEC 1 T 9S R 1E B (Lat: 34.324778, Lng: -89.145389), Route carried "on" structure: County highway 338, Year Built: 1970, Status: Posted for load, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 270 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 405 (year 2034), Design Load: H 10, Features Intersected: CANE CREEK, Facility Carried by Structure: CANE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.173, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 17.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 6.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: SA5800000000013, Location: SEC 3 T 9S R 1E B (Lat: 34.325222, Lng: -89.184667), Route carried "on" structure: County highway 189, Year Built: 1985, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 240 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 360 (year 2033), Design Load: HS 20, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: WELLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5800000000013, Location: SEC 3 T 9S R 1E B (Lat: 34.325222, Lng: -89.184667), Route carried "on" structure: County highway 189, Year Built: 1985, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 240 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 360 (year 2033), Design Load: HS 20, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: WELLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA5800000000014, Location: SEC 4 T 9S R 1E (Lat: 34.327472, Lng: -89.207500), Route carried "on" structure: County highway 189, Year Built: 1999, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 60 (year 2013), Average Future Daily Traffic: 90 (year 2033), Design Load: HS 20, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: CARTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5800000000014, Location: SEC 4 T 9S R 1E (Lat: 34.327472, Lng: -89.207500), Route carried "on" structure: County highway 189, Year Built: 1999, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 60 (year 2013), Average Future Daily Traffic: 90 (year 2033), Design Load: HS 20, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: CARTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA5800000000015, Location: SEC 6 T 9S R 1E B (Lat: 34.327861, Lng: -89.234917), Route carried "on" structure: County highway 526, Year Built: 1992, Status: Posted for load, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 100 (year 2014), Average Future Daily Traffic: 150 (year 2034), Design Load: HS 20, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: HURRICANE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.046, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 10.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $13,000, Total Project Cost: $156,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA5800000000015, Location: SEC 6 T 9S R 1E B (Lat: 34.327861, Lng: -89.234917), Route carried "on" structure: County highway 526, Year Built: 1992, Status: Posted for load, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 100 (year 2014), Average Future Daily Traffic: 150 (year 2034), Design Load: HS 20, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: HURRICANE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.046, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 10.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $13,000, Total Project Cost: $156,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: SA5800000000016, Location: SEC 10 T 9S R 1E B (Lat: 34.311528, Lng: -89.176222), Route carried "on" structure: County highway 1836, Year Built: 1959, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 630 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 945 (year 2034), Design Load: HS 15, Features Intersected: BUTTER MILK BRANCH, Facility Carried by Structure: THAXTON HURRICANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $127,000 ( Estimate for 2015)
Structure Number: SA5800000000016, Location: SEC 10 T 9S R 1E B (Lat: 34.311528, Lng: -89.176222), Route carried "on" structure: County highway 1836, Year Built: 1959, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 630 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 945 (year 2034), Design Load: HS 15, Features Intersected: BUTTER MILK BRANCH, Facility Carried by Structure: THAXTON HURRICANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $127,000 ( Estimate for 2015)
Find on map >> Show street view
Structure Number: SA5800000000018, Location: SEC 12 T 9S R 1E (Lat: 34.314389, Lng: -89.152583), Route carried "on" structure: County highway 338, Year Built: 1978, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 60 (year 2014), Average Future Daily Traffic: 90 (year 2034), Design Load: H 10, Features Intersected: CANE CREEK, Facility Carried by Structure: SEWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.724, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 8.3m (27.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: SA5800000000018, Location: SEC 12 T 9S R 1E (Lat: 34.314389, Lng: -89.152583), Route carried "on" structure: County highway 338, Year Built: 1978, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 60 (year 2014), Average Future Daily Traffic: 90 (year 2034), Design Load: H 10, Features Intersected: CANE CREEK, Facility Carried by Structure: SEWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.724, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 8.3m (27.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: SA5800000000092, Location: SEC 5 T 9S R 2E (Lat: 34.321861, Lng: -89.116694), Route carried "on" structure: County highway 341, Year Built: 2011, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 70 (year 2014), Average Future Daily Traffic: 105 (year 2034), Design Load: HS 20, Features Intersected: NORTH MUD CREEK, Facility Carried by Structure: WISE BEND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.5 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 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5800000000092, Location: SEC 5 T 9S R 2E (Lat: 34.321861, Lng: -89.116694), Route carried "on" structure: County highway 341, Year Built: 2011, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 70 (year 2014), Average Future Daily Traffic: 105 (year 2034), Design Load: HS 20, Features Intersected: NORTH MUD CREEK, Facility Carried by Structure: WISE BEND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.5 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 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete