Bridge Statistics for Bassfield, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 243ft / 74.4mTotal length
- $390,111,000Total costs
- 11,550Total average daily traffic
- 1,335Total average daily truck traffic
- 14,085Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Bassfield
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11960-1969
- 21980-1989
- 21990-1999
- 42000-2009
- 82010-2019
- 32020-2022
- Bridge Condition - Deck
- 46.7%Very good
- 40.0%Good
- 13.3%Satisfactory
- Bridge Condition - Superstructure
- 20.0%Very good
- 73.3%Good
- 6.7%Satisfactory
- Bridge Condition - Substructure
- 46.7%Very good
- 40.0%Good
- 13.3%Satisfactory
- Bridge Condition - Channel
- 19.0%Excellent
- 19.0%Very good
- 52.4%Good
- 4.8%Satisfactory
- 4.8%Fair
- Bridge Condition - Culverts
- 16.7%Very good
- 83.3%Good
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Structure Number: 31000350330419, Location: 2.8 MI N SR 42 (Lat: 31.541878, Lng: -89.748553), Route carried "on" structure: State highway 35, Year Built: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.373, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: Good, Operating Rating: 42.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000350330419, Location: 2.8 MI N SR 42 (Lat: 31.541878, Lng: -89.748553), Route carried "on" structure: State highway 35, Year Built: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.373, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: Good, Operating Rating: 42.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000350460337, Location: 0.2 MI S JEFF DAVIS CL (Lat: 31.430911, Lng: -89.776925), Route carried "on" structure: State highway 35, Year Built: 1959, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 20, Features Intersected: HOLIDAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.127, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb 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: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $136,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $390,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000350460337, Location: 0.2 MI S JEFF DAVIS CL (Lat: 31.430911, Lng: -89.776925), Route carried "on" structure: State highway 35, Year Built: 1959, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 20, Features Intersected: HOLIDAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.127, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb 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: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $136,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $390,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000420330261, Location: 1.4 MI W SR 35 (Lat: 31.515261, Lng: -89.768800), Route carried "on" structure: State highway 42, Year Built: 2011, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.628, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2021
Structure Number: 31000420330261, Location: 1.4 MI W SR 35 (Lat: 31.515261, Lng: -89.768800), Route carried "on" structure: State highway 42, Year Built: 2011, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.628, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2021
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Structure Number: SA3300000000008, Location: SEC 3 T 6N R17W (Lat: 31.514722, Lng: -89.694722), Route carried "on" structure: County highway 8, Year Built: 2007, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 70 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2034), Design Load: HS 20, Features Intersected: BOUIE CREEK, Facility Carried by Structure: CLAUDE BOOTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.988, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3300000000008, Location: SEC 3 T 6N R17W (Lat: 31.514722, Lng: -89.694722), Route carried "on" structure: County highway 8, Year Built: 2007, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 70 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2034), Design Load: HS 20, Features Intersected: BOUIE CREEK, Facility Carried by Structure: CLAUDE BOOTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.988, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3300000000009, Location: SEC 4 T 6N R17W B (Lat: 31.518833, Lng: -89.707889), Route carried "on" structure: County highway 197, Year Built: 1987, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 1,400 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 2,100 (year 2034), Design Load: HS 20, Features Intersected: BOUIE CREEK, Facility Carried by Structure: WILLIAMSBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3300000000009, Location: SEC 4 T 6N R17W B (Lat: 31.518833, Lng: -89.707889), Route carried "on" structure: County highway 197, Year Built: 1987, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 1,400 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 2,100 (year 2034), Design Load: HS 20, Features Intersected: BOUIE CREEK, Facility Carried by Structure: WILLIAMSBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3300000000013, Location: SEC 28 T 6N R17W (Lat: 31.450278, Lng: -89.718056), Route carried "on" structure: County highway 55, Year Built: 2001, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 30 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 45 (year 2033), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: ANDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA3300000000013, Location: SEC 28 T 6N R17W (Lat: 31.450278, Lng: -89.718056), Route carried "on" structure: County highway 55, Year Built: 2001, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 30 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 45 (year 2033), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: ANDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA3300000000014, Location: SEC 31 T 6N R17W (Lat: 31.448333, Lng: -89.755000), Route carried "on" structure: County highway 57, Year Built: 1997, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 50 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2034), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: MCNEESE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 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: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3300000000014, Location: SEC 31 T 6N R17W (Lat: 31.448333, Lng: -89.755000), Route carried "on" structure: County highway 57, Year Built: 1997, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 50 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2034), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: MCNEESE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 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: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3300000000015, Location: SEC 32 T 6N R17W (Lat: 31.446111, Lng: -89.729167), Route carried "on" structure: County highway 56, Year Built: 1999, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 50 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2034), Design Load: HS 20, Features Intersected: EAST FORK GREENS CREEK, Facility Carried by Structure: CARTERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, 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: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3300000000015, Location: SEC 32 T 6N R17W (Lat: 31.446111, Lng: -89.729167), Route carried "on" structure: County highway 56, Year Built: 1999, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 50 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2034), Design Load: HS 20, Features Intersected: EAST FORK GREENS CREEK, Facility Carried by Structure: CARTERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, 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: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3300000000051, Location: SEC 33 T 7N R17W (Lat: 31.535278, Lng: -89.721667), Route carried "on" structure: County highway 27, Year Built: 2009, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2034), Design Load: HS 20, Features Intersected: BOUIE CREEK, Facility Carried by Structure: SANTEE METHODIST R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: SA3300000000051, Location: SEC 33 T 7N R17W (Lat: 31.535278, Lng: -89.721667), Route carried "on" structure: County highway 27, Year Built: 2009, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2034), Design Load: HS 20, Features Intersected: BOUIE CREEK, Facility Carried by Structure: SANTEE METHODIST R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA3300000000052, Location: SEC 3 T 6N R17W B (Lat: 31.520833, Lng: -89.704167), Route carried "on" structure: County highway 197, Year Built: 2002, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 1,500 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 2,100 (year 2034), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: WILLIAMSBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.988, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, 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: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3300000000052, Location: SEC 3 T 6N R17W B (Lat: 31.520833, Lng: -89.704167), Route carried "on" structure: County highway 197, Year Built: 2002, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 1,500 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 2,100 (year 2034), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: WILLIAMSBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.988, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, 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: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA330000000A01, Location: SEC 11 T 6N R17W (Lat: 31.500000, Lng: -89.683472), Route carried "on" structure: County highway 9, Year Built: 2014, Status: Open, Structure Length: 7.30m (23.95ft), Average Daily Traffic: 60 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2030), Design Load: HS 20+Mod, Features Intersected: BRANCH, Facility Carried by Structure: WILLIE BUCKLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4506.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.0m (121.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: SA330000000A01, Location: SEC 11 T 6N R17W (Lat: 31.500000, Lng: -89.683472), Route carried "on" structure: County highway 9, Year Built: 2014, Status: Open, Structure Length: 7.30m (23.95ft), Average Daily Traffic: 60 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2030), Design Load: HS 20+Mod, Features Intersected: BRANCH, Facility Carried by Structure: WILLIE BUCKLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4506.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.0m (121.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: SA330000000A011, Location: SEC 17 T 6N R17W (Lat: 31.483508, Lng: -89.732667), Route carried "on" structure: County highway 37, Year Built: 2020, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 80 (year 2010), Average Future Daily Traffic: 120 (year 2034), Design Load: HL 93, Features Intersected: BRANCH, Facility Carried by Structure: S WILLIIAMBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.276, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 56.7 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: 43.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: SA330000000A011, Location: SEC 17 T 6N R17W (Lat: 31.483508, Lng: -89.732667), Route carried "on" structure: County highway 37, Year Built: 2020, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 80 (year 2010), Average Future Daily Traffic: 120 (year 2034), Design Load: HL 93, Features Intersected: BRANCH, Facility Carried by Structure: S WILLIIAMBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.276, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 56.7 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: 43.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: SA330000000A012, Location: SEC_28_T6N_R17W (Lat: 31.450639, Lng: -89.720231), Route carried "on" structure: County highway 52, Year Built: 2015, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 80 (year 2021), Average Future Daily Traffic: 120 (year 2043), Design Load: HS 20+Mod, Features Intersected: CREEK, Facility Carried by Structure: THOMPSON ROAD
Minimum Vertical Clearance: 9.90m (32.48ft), Kilometerpoint: 241.400, 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: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.3 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, 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
Structure Number: SA330000000A012, Location: SEC_28_T6N_R17W (Lat: 31.450639, Lng: -89.720231), Route carried "on" structure: County highway 52, Year Built: 2015, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 80 (year 2021), Average Future Daily Traffic: 120 (year 2043), Design Load: HS 20+Mod, Features Intersected: CREEK, Facility Carried by Structure: THOMPSON ROAD
Minimum Vertical Clearance: 9.90m (32.48ft), Kilometerpoint: 241.400, 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: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.3 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, 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
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Structure Number: SA330000000A018, Location: SEC 11 T 6N R18W (Lat: 31.495556, Lng: -89.788194), Route carried "on" structure: County highway 75, Year Built: 2014, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 105 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2043), Design Load: HL 93, Features Intersected: HOLIDAY CREEK, Facility Carried by Structure: HUNNICUTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 241.400, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.5m (31.2ft), 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: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.7 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: 33.7 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA330000000A018, Location: SEC 11 T 6N R18W (Lat: 31.495556, Lng: -89.788194), Route carried "on" structure: County highway 75, Year Built: 2014, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 105 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2043), Design Load: HL 93, Features Intersected: HOLIDAY CREEK, Facility Carried by Structure: HUNNICUTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 241.400, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.5m (31.2ft), 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: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.7 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: 33.7 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA330000000A022, Location: SEC 22 T 6N R18W (Lat: 31.469369, Lng: -89.795114), Route carried "on" structure: County highway 290, Year Built: 2019, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 460 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 690 (year 2034), Design Load: HL 93, Features Intersected: BRANCH, Facility Carried by Structure: BASS BURKETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.024, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 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: Good, Operating Rating: 90.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 69.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA330000000A022, Location: SEC 22 T 6N R18W (Lat: 31.469369, Lng: -89.795114), Route carried "on" structure: County highway 290, Year Built: 2019, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 460 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 690 (year 2034), Design Load: HL 93, Features Intersected: BRANCH, Facility Carried by Structure: BASS BURKETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.024, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 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: Good, Operating Rating: 90.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 69.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA330000000A023, Location: SEC 22 T 6N R18W (Lat: 31.473764, Lng: -89.789764), Route carried "on" structure: County highway 290, Year Built: 2020, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 610 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 900 (year 2034), Design Load: HL 93, Features Intersected: HOLIDAYS CREEK, Facility Carried by Structure: BASS BURKETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.668, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 43.7 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: 33.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: SA330000000A023, Location: SEC 22 T 6N R18W (Lat: 31.473764, Lng: -89.789764), Route carried "on" structure: County highway 290, Year Built: 2020, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 610 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 900 (year 2034), Design Load: HL 93, Features Intersected: HOLIDAYS CREEK, Facility Carried by Structure: BASS BURKETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.668, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 43.7 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: 33.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA330000000A024, Location: SEC 27 T 6N R18W (Lat: 31.460472, Lng: -89.790750), Route carried "on" structure: County highway 71, Year Built: 2019, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 45 (year 2043), Design Load: HL 93, Features Intersected: HOLIDAYS CREEK, Facility Carried by Structure: CARTER CEMETERY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.7 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: 33.7 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: 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: August 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA330000000A024, Location: SEC 27 T 6N R18W (Lat: 31.460472, Lng: -89.790750), Route carried "on" structure: County highway 71, Year Built: 2019, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 45 (year 2043), Design Load: HL 93, Features Intersected: HOLIDAYS CREEK, Facility Carried by Structure: CARTER CEMETERY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.7 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: 33.7 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: 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: August 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA330000000A028, Location: SEC 35 T 6N R18W (Lat: 31.439142, Lng: -89.779550), Route carried "on" structure: County highway 60, Year Built: 2017, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 75 (year 2034), Design Load: HS 20, Features Intersected: HOLIDAYS CREEK, Facility Carried by Structure: EBENEZER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), 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: Very good, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA330000000A028, Location: SEC 35 T 6N R18W (Lat: 31.439142, Lng: -89.779550), Route carried "on" structure: County highway 60, Year Built: 2017, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 75 (year 2034), Design Load: HS 20, Features Intersected: HOLIDAYS CREEK, Facility Carried by Structure: EBENEZER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), 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: Very good, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4600000000123, Location: SEC 6 T 5N R17W (Lat: 31.432472, Lng: -89.747472), Route carried "on" structure: County highway 124, Year Built: 1984, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 75 (year 2034), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: CAVANAUGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $26,000, Total Project Cost: $111,000, Deck Structure Type: Concrete Precast Panels
Structure Number: SA4600000000123, Location: SEC 6 T 5N R17W (Lat: 31.432472, Lng: -89.747472), Route carried "on" structure: County highway 124, Year Built: 1984, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 75 (year 2034), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: CAVANAUGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $26,000, Total Project Cost: $111,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA460000000A122, Location: SEC 6 T 5N R17W (Lat: 31.433633, Lng: -89.748658), Route carried "on" structure: County highway 12, Year Built: 2019, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2043), Design Load: HL 93, Features Intersected: BRANCH OF HOLIDAY CREEK, Facility Carried by Structure: CAVANAUGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 7.1m (23.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.7 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: 34.3 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA460000000A122, Location: SEC 6 T 5N R17W (Lat: 31.433633, Lng: -89.748658), Route carried "on" structure: County highway 12, Year Built: 2019, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2043), Design Load: HL 93, Features Intersected: BRANCH OF HOLIDAY CREEK, Facility Carried by Structure: CAVANAUGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 7.1m (23.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.7 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: 34.3 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA460000000A124, Location: SEC 6 T 5N R17W B (Lat: 31.428506, Lng: -89.751761), Route carried "on" structure: County highway 37, Year Built: 2020, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 810 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 1,215 (year 2034), Design Load: HL 93, Features Intersected: HOLIDAYS CREEK, Facility Carried by Structure: WILLIAMSBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.829, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 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: 33.7 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: 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 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: SA460000000A124, Location: SEC 6 T 5N R17W B (Lat: 31.428506, Lng: -89.751761), Route carried "on" structure: County highway 37, Year Built: 2020, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 810 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 1,215 (year 2034), Design Load: HL 93, Features Intersected: HOLIDAYS CREEK, Facility Carried by Structure: WILLIAMSBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.829, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 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: 33.7 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: 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 2020, Deck Structure Type: Concrete Precast Panels