⚡ US, UK & Australian Standards (Imperial & Metric)

Concrete Calculator (Slabs, Footings & Posts)

Calculate exact cubic yards, cubic meters, and 80lb, 60lb, & 50lb bag counts for concrete slabs, patio pads, Sonotubes, and fence post holes.

Instant Concrete Estimator

Real-time cubic yards, 80lb/60lb bags, ready-mix truckloads & 1:2:3 site batch ratios.

⚠️ Scope Notice:For residential grade-supported slabs only. Suspended structural designs require certified engineering drawings.
ft
ft
in
3,000 PSI Rated
International Equivalents:US: 3,000 • AU: 20–25 • UK: C20/25
+10% Extra
Total Estimated Volume1.36 cu yds(36.7 cu ft @ +10% buffer)
3,000 PSI (~20–25 MPa / C20/25)
A

Option A: Pre-Mixed Concrete Bags (Rounded Up to Whole Bags)

80 lb Bags (US Standard)Most Common
62bags

Yields 0.60 cu ft / bag (rounded up to whole bags)

60 lb Bags (Easier Lift)Solo DIY
82bags

Yields 0.45 cu ft / bag (rounded up to whole bags)

Clean Water Required
47gallons

~188 quarts (~3 qts per 80 lb bag)

Fast-Setting 50lb Bags (Fence Posts / No-Mix):98 bags
Sets hard in 20–40 minutes without mechanical mixing.
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Hauling Bags Yourself? Pickup Truck Payload Safety Warning5,427 lbs / 2,460 kg

A standard half-ton pickup bed maxes out at 1,500 to 2,000 lbs (0.75 to 1.0 ton). This bag order weighs 5,427 lbs and requires 4 pickup trips or a flatbed delivery truck.

* Payload Safety Notice: General physics estimate only. Payload ratings vary by vehicle trim and options. Check your specific driver-door tire and loading placard (GVWR) before hauling aggregate or bagged concrete.

Estimated Cured Mass:5,427 lbs (2.71 US Tons)
Assumes standard ~148 lbs/cu ft (~2,370 kg/m³) normal-weight concrete.
Heavy Pour Warning (5,427 lbs / 2.71 Tons):Hauling and hand-mixing more than 45 bags (~2 tons) of concrete in a wheelbarrow can cause severe physical strain and cold joints. For projects over 1.5 yards, ordering ready-mix truck delivery or hiring a local finisher often saves time and guarantees a flawless finish.

Disclaimer: Calculations provided are estimates for preliminary material planning only. Actual yields vary based on subgrade compaction, site grading, waste, and local trade practices. QuickRenoTools assumes no liability for material shortages, structural failures, code non-compliance, vehicle overloads, or jobsite injuries. Verify all structural spans, retaining wall heights, and concrete mix designs with a licensed engineer, certified contractor, or local building authority prior to purchase and construction. Legal Disclaimer

Pre-Calculated Quick Reference

Concrete Slab Cheat Sheet (Standard 4-Inch Depth)

Quick reference table for popular residential slab sizes with a 10% waste buffer. Metric dimensions represent direct unit conversions of standard imperial slabs (e.g., 10×10 ft = 3.05×3.05 m).

Swipe table horizontally to see all columns →
Slab DimensionsVolume (Yds / m³)80 lb Bags (US)20 kg Bags (Metric)Total Weight (lbs / Tonnes)
8×8 ft (64 sq ft / 5.9 m²)0.87 yd³ (0.67 m³)40 bags (80 lb)72 bags (20 kg)~3,500 lbs (1.6 t)
10×10 ft (100 sq ft / 9.3 m²)1.36 yd³ (1.04 m³)62 bags (80 lb)112 bags (20 kg)~5,400 lbs (2.5 t)
10×12 ft (120 sq ft / 11.1 m²)1.63 yd³ (1.25 m³)74 bags (80 lb)135 bags (20 kg)~6,500 lbs (2.9 t)
12×12 ft (144 sq ft / 13.4 m²)1.95 yd³ (1.49 m³)88 bags (80 lb)161 bags (20 kg)~7,800 lbs (3.5 t)
12×16 ft (192 sq ft / 17.8 m²)2.61 yd³ (2.00 m³)118 bags (80 lb)216 bags (20 kg)~10,400 lbs (4.7 t)
16×20 ft (320 sq ft / 29.7 m²)4.35 yd³ (3.33 m³)196 bags (80 lb)360 bags (20 kg)~17,400 lbs (7.9 t)
20×20 ft (400 sq ft / 37.2 m²)5.43 yd³ (4.15 m³)245 bags (80 lb)449 bags (20 kg)~21,700 lbs (9.8 t)
24×24 ft (576 sq ft / 53.5 m²)7.82 yd³ (5.98 m³)352 bags (80 lb)646 bags (20 kg)~31,300 lbs (14.2 t)
Values based on standard 4-inch (100mm) slab depth with +10% sub-base and waste buffer included.
1 cubic yard = 27 cu ft (45 × 80 lb bags) | 1 cubic meter = 35.31 cu ft (108 × 20 kg bags) | In-place cured density ≈ 4,000 lbs/yd³ (2,400 kg/m³)
⚖️ Construction Liability & Code Notice

Disclaimer: Calculations provided are estimates for preliminary material planning only. Actual yields vary based on subgrade compaction, site grading, waste, and local trade practices. QuickRenoTools assumes no liability for material shortages, structural failures, code non-compliance, vehicle overloads, or jobsite injuries. Verify all structural spans, retaining wall heights, and concrete mix designs with a licensed engineer, certified contractor, or local building authority prior to purchase and construction.

Complete Project Checklist

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Engineering Certification Notice:This calculator models residential grade-supported slabs (patios, walkways, shed pads, driveways) and gravity post/column footings. Suspended structural slabs, elevated balconies, commercial foundation pads, or slabs over uncompacted fill require certified structural engineering calculations and formal building permits.

How to Calculate Concrete Volume: The Standard Formula

Whether you are pouring a backyard patio, hot tub slab, or setting mailbox posts, the fundamental formula for concrete volume is:

Volume (Cubic Feet) = Length (ft) × Width (ft) × (Depth in inches ÷ 12)
Volume (Cubic Yards) = Volume (Cubic Feet) ÷ 27

Bag Yield Rules of Thumb:

  • 80 lb bag: Yields 0.60 cubic feet (approx. 45 bags per cubic yard).
  • 60 lb bag: Yields 0.45 cubic feet (approx. 60 bags per cubic yard).
  • 50 lb bag: Yields 0.375 cubic feet (approx. 72 bags per cubic yard).
  • Rule of thumb: If your project requires more than 1.5 to 2.0 cubic yards (65–90 bags of 80 lb), order a ready-mix delivery truck or hire a local concrete finisher to prevent cold joints and physical burnout.

International Concrete Strength Equivalents (US vs. AU vs. UK/EU)

Concrete strength is rated differently across global building codes. The United States rates compressive strength in Pounds per Square Inch (PSI) based on 28-day standard 6×12" cylinder tests (ASTM C94). Australia and New Zealand specify characteristic strength in Megapascals (MPa) per AS 1379 / AS 3600. The UK and European Union specify dual cylinder/cube strength classes (e.g., C20/25 where 20 MPa is cylinder strength and 25 MPa is cube strength) per BS EN 206 / BS 8500:

US Rating (ASTM C94)Australia / NZ (AS 1379)UK / Eurocode (BS EN 206)Recommended Project Use
2,500 PSI15–20 MPa (N20)C16/20 / GEN 3Fence post footings, deck piers, non-structural mass fill.
3,000 PSI20–25 MPa (N25)C20/25 / PAV 1Standard residential walkways, patios, shed slabs & footings.
4,000 PSI28–32 MPa (N32)C25/30 / PAV 2Driveways, garage floors, heavy truck pads, freeze-thaw zones.
5,000 PSI35–40 MPa (N40)C30/37 / RC 35Heavy commercial machinery pads, high-abrasion workshops.

Control Joint Spacing Rule of Thumb (ACI 302.1R Crack Control)

Concrete shrinks as its mixing water evaporates—roughly 0.5 to 0.7 inches per 100 feet of slab length. Without planned control joints (weakened planes that direct cracking downward), random jagged cracks will form across the surface.

  • Maximum Spacing Rule: In feet, spacing should not exceed 2.0 to 2.5 times the slab thickness in inches (max 24 to 30 times thickness in metric). For a 4" slab, place joints every 8 to 10 feet (2.4 to 3.0 m). For a 6" slab, space joints every 12 to 15 feet (3.6 to 4.5 m).
  • Aspect Ratio: Keep panels as square as possible. Never let panel length exceed 1.5 times panel width.
  • Joint Depth: Cut or groove joints to a minimum depth of ¼ the slab thickness (1 inch deep for a 4-inch slab; 25 mm deep for a 100 mm slab).
  • Saw-Cut Timing: If using a walk-behind saw, make relief cuts within 6 to 18 hours after finishing (as soon as the blade cuts cleanly without raveling edges). Waiting longer allows internal tensile stresses to create cracks before the saw reaches them.

Formwork Lumber, Staking & Vapor Retarders

Formwork must support substantial hydrostatic pressure while wet concrete is being placed and vibrated:

  • Lumber Sizing: Standard 2×4 lumber (actual 1.5" × 3.5") works for 3.5" to 4" slabs. For 5" to 6" driveway or shop slabs, use 2×6 lumber (actual 1.5" × 5.5") or 140×45mm timber.
  • Staking Interval: Drive pointed 2×2 or 1×3 wooden stakes (or 3/4" steel form pins) into firm soil every 3 to 4 feet (1 meter) along the perimeter. Place additional 45-degree diagonal kickers at every corner to eliminate form blowout.
  • Sub-Base Vapor Retarder: When pouring an interior slab, attached garage, or enclosed garden shed where floor coatings (epoxy, vinyl, tile) will be installed, lay a 10-mil or 15-mil virgin poly vapor retarder meeting ASTM E1745 directly over the compacted stone base. Standard 6-mil black visqueen degrades and punctures easily under rebar boots. Overlap all seams by 6 inches and seal tightly with vapor tape to prevent moisture wicking that causes floor failure.
— GOOD TO KNOW —

Frequently Asked Questions: Concrete Calculator (Slabs, Footings & Posts)

Common questions about bag calculations, ordering bulk vs bags, and trade standards.

How do I calculate how much concrete I need for a project?

Measure Length × Width in feet to calculate total square footage, then multiply by the depth in feet (depth in inches divided by 12) to get cubic feet. Finally, divide cubic feet by 27 to calculate cubic yards. Formula: Volume (Cu Yds) = (Length ft × Width ft × [Depth in ÷ 12]) ÷ 27. Always add a 10% safety margin for sub-base variance.

How many bags of concrete make a cubic yard or cubic meter?

One cubic yard equals 27 cubic feet, requiring 45 bags of 80 lb concrete (0.60 cu ft yield), 60 bags of 60 lb concrete (0.45 cu ft yield), or 72 bags of 50 lb concrete (0.375 cu ft yield). In metric standards, one cubic meter (1 m³) requires approximately 108 bags of 20 kg mix (~0.00925 m³ yield) or 54 trade bags of 40 kg mix.

How many bags of concrete do I need for a 10×10 slab at 4 inches?

A 10×10 ft slab (3.05×3.05 m) at 4" (100 mm) depth requires 1.23 cubic yards (33.33 cubic feet), or 0.94 m³ net. That equals exactly 56 bags of 80 lb concrete (or 74 bags of 60 lb). With an industry-standard 10% waste buffer, purchase 62 bags of 80 lb (or 82 bags of 60 lb). In metric, this direct unit conversion requires 1.04 m³ with waste (112 bags of 20 kg, or 56 trade bags of 40 kg). If pouring a rounded 3×3 m metric slab, volume is 0.99 m³ with waste (108 bags of 20 kg).

Can I pour concrete directly on dirt or grass?

No. Pouring directly on dirt or organic soil causes concrete to sink, crack, and soak up ground water like a sponge. Always excavate topsoil, tamp the native dirt, and lay a compacted 4-inch base of #57 crushed stone or road base (crusher run) to ensure proper drainage and load distribution.

Should my slab be 4 inches or 6 inches thick?

A 4-inch slab with rebar or wire reinforcement is standard for pedestrian patios, sidewalks, shed floors, and hot tubs under 1,500 lbs. Step up to a 6-inch slab for driveways, vehicle parking pads, heavy machinery, or structures exceeding 5,000 lbs.

When should I order a ready-mix truck instead of mixing bags?

As a contractor rule of thumb, projects requiring more than 1.5 to 2.0 cubic yards (65+ bags of 80 lb or ~5,200 lbs) are exhausting to hand-mix in a wheelbarrow and risk weak seams where one dry batch fails to stick to the next wet batch (cold joints). For large pours, ready-mix transit trucks deliver freshly mixed concrete in minutes.

How much does a cubic yard of concrete weigh?

Standard mixed concrete weighs approximately 4,000 lbs (2 short tons) per cubic yard, which equals roughly 148 lbs per cubic foot. When fully cured, concrete maintains this mass.

What PSI strength concrete should I use?

Use 3,000 to 3,500 PSI mix (standard Quikrete or Sakrete in yellow bags) for walkways, patio pads, and footings. Use 4,000 to 5,000 PSI (often designated "Crack-Resistant" or "5000 Plus") for driveways, garage floors, and freeze-thaw northern climates.

How long before I can walk and drive on new concrete?

You can walk on new concrete after 24 to 48 hours. Light vehicle parking is safe after 7 days (when concrete reaches ~70% of its design strength). Full structural curing and 100% rated PSI strength is reached at 28 days.

How much water should I add to an 80 lb bag of concrete?

Add approximately 3 quarts (6 pints) of clean water per 80 lb bag. Add water gradually. The mixed concrete should resemble thick, moldable oatmeal—not soup. Adding excessive water makes concrete easy to pour but weakens final compressive strength by up to 40%.

How far apart should I cut expansion or control joints in a concrete slab?

Cut control joints at a spacing (in feet) of 2 to 2.5 times the slab thickness in inches. For a standard 4-inch slab, cut joints every 8 to 10 feet in both directions to create roughly square panels. Control joints should be cut to a depth of 1/4 the slab thickness (1 inch deep on a 4-inch slab) within 6 to 18 hours of pouring, before concrete shrinks as it dries, which pulls it apart and creates random surface cracks.

What is concrete bleed water and when is it safe to trowel?

Bleed water is the excess water that naturally rises to the surface as heavy rock and sand particles settle after smoothing the surface with a wide board or float tool (bull floating). Never work or trowel concrete while bleed water is present. Working bleed water back into the surface washes away the glue on top, leaving a weak, powdery surface that will peel, blister, and flake off later. Wait until the surface sheen disappears completely and a footprint indents no more than 1/4 inch before finishing.

Should I give my concrete a broom finish or a smooth steel trowel finish?

Use a broom finish (dragging a soft-bristle masonry broom lightly across the freshly floated surface) for all outdoor slabs, patios, sidewalks, and driveways to create slip-resistant traction when wet. Use a hard steel trowel finish only for covered indoor areas like garage floors, basements, and workshops where a smooth, non-porous, dust-free surface is needed.

How do I properly cure a new concrete slab to prevent spider cracking?

Proper curing retains moisture so cement can fully hydrate chemically. Start curing as soon as the surface is hard enough not to mar (usually 4 to 6 hours after finishing). Keep the slab continuously damp by misting with a garden hose and covering with plastic sheeting or wet burlap for at least 5 to 7 days, or spray a liquid membrane-forming curing compound. Moist-curing increases final compressive strength by up to 50% and prevents drying shrinkage cracks.

How do US PSI ratings convert to MPa and UK Eurocode concrete grades?

US concrete is rated by 28-day cylinder compressive strength in PSI (ASTM C94). Australia and New Zealand specify characteristic compressive strength in Megapascals (MPa) per AS 1379 / AS 3600 (e.g., N20, N25, N32). The UK and European Union specify dual cylinder/cube strength classes per BS EN 206 (e.g., C20/25, C25/30). A standard US 3,000 PSI mix corresponds to N20–N25 (20–25 MPa) in Australia or C20/25 in the UK/EU. A high-strength 4,000 PSI driveway mix corresponds to N28–N32 (28–32 MPa) or C25/30.

What size lumber and stakes should I use for slab formwork?

For standard 3.5" to 4" pedestrian slabs (patios and walkways), use straight #2 or better 2×4 lumber (90×45mm in metric). For 5" to 6" structural or driveway slabs, use 2×6 lumber (140×45mm). Drive 2×2 or 1×3 wooden stakes (or steel form pins) every 3 to 4 feet (1 meter) along the perimeter formwork, and install 45-degree diagonal kickers at every corner and splice joint to prevent wet concrete hydraulic pressure from bowing the boards outward.

Do I need a plastic vapor barrier underneath my concrete slab?

A sub-base vapor retarder (heavy-duty 10-mil or 15-mil puncture-resistant poly meeting ASTM E1745) is essential under interior living spaces, attached garages, and enclosed workshop or shed slabs where flooring (epoxy, tile, vinyl, or carpet) will be installed. Concrete is naturally porous and wicks groundwater upwards via capillary action, which will delaminate epoxy coatings and rot subfloors. Overlap sheets by at least 6 inches and seal with vapor-tape. Outdoor sidewalks and open patios do not require a vapor barrier.

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Construction Liability & Engineering Disclaimer

Essential legal notices, engineering thresholds, and safety limits

Disclaimer: Calculations provided are estimates for preliminary material planning only. Actual yields vary based on subgrade compaction, site grading, waste, and local trade practices. QuickRenoTools assumes no liability for material shortages, structural failures, code non-compliance, vehicle overloads, or jobsite injuries. Verify all structural spans, retaining wall heights, and concrete mix designs with a licensed engineer, certified contractor, or local building authority prior to purchase and construction.

1. Engineering Certification Thresholds

Building materials carry severe physical and financial liability. Certain project dimensions exceed standard residential rules of thumb and legally mandate certified structural engineering:

  • Retaining Walls: Walls exceeding 3 to 4 ft (0.9 to 1.2 m) require stamped structural engineering calculations, soil geogrid reinforcement analysis, and municipal building permits (IBC 1807.2 / AS 4678). Surcharge loads (slopes, driveways, or structures above the wall) trigger engineering at any height.
  • Concrete Slabs & Footings: Calculations apply strictly to residential grade-supported slabs and gravity footings. Suspended structural designs, elevated decks, and commercial foundation footings require certified engineering drawings.
  • Timber & Carpentry: Structural ledger connections, multi-story post sizing, and beam spans must be verified against local building codes (IRC 2021 / AS 1684 / Eurocode 5).

2. Vehicle Payload & Hauling Safety

Hauling bulk aggregates, gravel, or heavy concrete bags carries severe risks of axle failure, snapped leaf springs, and tire blowouts:

General physics estimate only. Payload ratings vary by vehicle trim, cab configuration, bed length, and suspension packages. Always check your specific driver-door tire and loading placard (Gross Vehicle Weight Rating [GVWR] minus vehicle curb weight) before hauling aggregate or bagged concrete.

3. Subgrade Compaction & Material Variances

Quarry aggregates vary by ±15% based on moisture content (damp vs. bone-dry stone). Crushed road base consolidates by 15% to 20% under mechanical plate compactors. Excavation depth irregularities and formwork deflection can increase concrete requirements by 10% or more. Always order an appropriate waste contingency.

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