Tube Diameter 8″ (0.67 ft)
Cross-Section Area 0.349 sq ft
Volume per Linear Foot 0.349 cu ft/ft
Standard 4-ft Depth Volume 0.06 cu yds
Bags for 4-ft Depth 3 80lb bags

Interactive Round Pier & Hole Calculator

Use our interactive estimator to calculate custom hole diameters and post volume displacement.

ENGINEERING SCHEMATIC
Auger Post Hole & Concrete Collar Geometry
Finish Grade / Ground Level Post (4×4 or 6×6) Poured Concrete Collar → Hole Diameter (8"–12") Depth (30"–48") Below Frost
Example default values loaded
Quick Presets:
Hole Geometry
holes
Post Displacement (Optional Deduction)

Select your post shape to deduct the volume occupied by the post, or choose "No post" if filling solid holes.

Total Concrete Needed
0.05 cubic yards

Net concrete volume based on entered dimensions. Base calculation excludes waste/order allowance.

Total Volume in Cubic Feet 1.30 cu ft
Total Volume in Cubic Meters 0.037 m³

Volume Breakdown Per Hole

Gross Hole Volume 1.64 cu ft Cylindrical volume
Post Displacement -0.33 cu ft Occupied by post
Net Concrete Per Hole 1.30 cu ft Hole minus post
Quantity 1 Total holes

Calculation Steps

For 1 hole measuring 10 in diameter × 36 in depth with a 4 in square post buried 36 in:

  1. Normalize Hole Dimensions to Canonical Base Units (Meters)

    Convert hole diameter and depth to meters using exact NIST international conversion factors.

    Diameter: 10 in = 0.254 m | Depth: 36 in = 0.9144 m Radius: 0.127 m | Depth: 0.9144 m
  2. Calculate Cylindrical Hole Volume Per Hole

    Calculate volume of the circular cylinder using π × r² × depth.

    π × (0.127)² × 0.9144 0.046333331888675194 m³
  3. Calculate Square Post Displacement Volume Per Hole

    Calculate displacement of the buried square post using width² × buriedDepth.

    (0.1016)² × 0.9144 0.009438948863999999 m³
  4. Calculate Net Concrete Volume Per Hole

    Subtract buried post displacement from cylindrical hole volume.

    0.046333331888675194 - 0.009438948863999999 0.036894383024675195 m³
  5. Multiply by Number of Holes

    Multiply per-hole net concrete volume by the total quantity of holes.

    0.036894383024675195 × 1 0.036894383024675195 m³
  6. Convert Total Volume to Common Construction Units

    Convert canonical cubic meters to cubic feet and cubic yards.

    0.036894383024675195 m³ = 1.3029128404113506 cu ft = 0.04825603112634632 cu yd 0.036894383024675195 m³ | 1.3029128404113506 cu ft | 0.04825603112634632 cu yd

Concrete Volume & Bag Requirements by Frost Depth

Local building codes specify footing depth based on the regional frost line to prevent frost heave. The table below lists exact volume, recommended volume (+10% safety buffer for rough excavation), and bag requirements for a single 8-inch tube:

Depth Volume (cu ft) Cubic Yards (+10%) 80 lb Bags 60 lb Bags 50 lb Bags Cured Weight
24″ (2 ft) 0.77 cu ft 0.03 yd³ 2 2 3 ~111 lbs
36″ (3 ft) 1.15 cu ft 0.04 yd³ 2 3 4 ~167 lbs
42″ (3.5 ft) 1.34 cu ft 0.05 yd³ 3 3 4 ~195 lbs
48″ (4 ft) 1.54 cu ft 0.06 yd³ 3 4 5 ~223 lbs
60″ (5 ft) 1.92 cu ft 0.07 yd³ 4 5 6 ~278 lbs

Standard Uses for an 8-Inch Sonotube & Pier Footing

  • Standard residential deck support piers (single-story decks)
  • Fence corner and gate post footings
  • Mailbox post, light pole, and flagpole foundations
  • Small porch and walkway roof post supports

Reinforcement Schedule & Tie Spacing

Pier footings supporting elevated structures experience bending, shear, and uplift forces that unreinforced concrete cannot resist:

Vertical Bars 2 × #4 (1/2" diameter) Equally spaced circular cage
Lateral Ties #3 (3/8" diameter) spiral or circular hoops Ties spaced every 12″ vertically
Concrete Cover 1.5″ clearance Maintained with plastic rebar wheels

Maintain 1.5 inches of clear concrete cover inside cardboard form tubes, or 3 inches if poured against unformed native earth (per ACI 318).

Allowable Load-Bearing Capacity by Soil Type

The total vertical weight an 8-inch cylindrical pier footing can safely support depends on the contact surface area (0.349 sq ft) and the underlying soil bearing capacity:

Subgrade Soil Classification Estimated Bearing Pressure Safe Allowable Vertical Load
Soft Clay / Silt 1,500 psf 524 lbs
Medium Stiff Clay / Loose Sand 2,000 psf 698 lbs
Dense Sand & Gravel / Hardpan 3,000 psf 1,047 lbs

Note: Safe loads are based on standard dead + live design loads. Consult local building officials or a licensed geotechnical engineer for authoritative site soil tests.

Frequently Asked Questions: 8-Inch Sonotube & Pier Footing

How much concrete does an 8-inch Sonotube hold?

An 8-inch Sonotube holds approximately 0.35 cubic feet of concrete per linear foot of depth. At a standard 4-foot (48-inch) frost depth, a single tube requires 0.06 cubic yards of concrete (with a 10% safety margin), which equals 3 bags of 80 lb concrete.

How many bags of concrete for an 8-inch Sonotube at 3 feet?

At a depth of 3 feet (36 inches), an 8-inch Sonotube needs 2 bags of 80 lb concrete or 3 bags of 60 lb concrete including a 10% waste buffer.

Does an 8-inch pier footing require rebar?

Yes. Standard building codes generally require vertical reinforcement (at least 2 #4 bars) tied with lateral hoops to resist frost heave uplift and horizontal seismic/wind shear forces on elevated posts.