TL;DR
Concrete is a ratio of cement to sand to gravel to water. The standard mix for most structural work is 1 part cement: 2.5 parts sand: 2.5 parts gravel: 0.5 parts water by weight. The most common mistakes are adding too much water (weakens drastically), not curing properly (surface dries before gaining strength), and skipping reinforcement in tension zones.
Understanding the Ingredients
Portland cement: The grey powder that binds everything. A bag weighs 94 lbs in the US (50 kg in most other countries). It reacts chemically with water — this reaction (hydration) is what makes concrete hard, not drying out. Concrete underground or underwater can cure perfectly.
Sand: Clean, coarse sand (sharp, not rounded beach sand) fills the spaces between aggregate particles and bonds with cement. Sand must be clean — organic material and clay both weaken concrete. The field test: squeeze a handful of sand over a white surface and shake. Minimal dust indicates clean sand.
Aggregate (gravel): Crushed stone or natural gravel in 3/4-inch size for general work, 3/8-inch for thinner pours. Aggregate provides compressive strength and reduces the amount of cement needed.
Water: The catalyst. Must be clean enough to drink — salts and organics interfere with the hydration reaction. Sea water produces corrosion in reinforcing steel and is unsuitable for reinforced concrete.
Standard Mix Ratios
Different applications require different proportions.
| Application | Cement | Sand | Gravel | Notes | |---|---|---|---|---| | Structural footings/slabs | 1 | 2.5 | 2.5 | Standard mix | | Light construction, paths | 1 | 3 | 3 | Less cement, lower strength | | Masonry mortar (block/brick joints) | 1 | 3 | — | No aggregate; add hydrated lime for workability | | Stucco/plaster coat | 1 | 3-4 | — | Fine sand only | | Repair grout | 1 | 2 | — | High cement for flowability | | Rich structural mix (columns) | 1 | 2 | 2 | More cement, higher cost |
These ratios are by volume for field use. Measure by consistent scoops, shovels, or buckets — the ratios matter more than the precise measurement tool.
Mixing by Hand
Equipment:
- Mixing board (a sheet of plywood on a flat surface) or a metal wheelbarrow
- Hoe (masonry hoe preferred — has holes to reduce drag, but any heavy hoe works)
- Measuring container (a 5-gallon bucket gives consistent scoops)
- Water in a separate bucket (so you can add incrementally)
Pro Tip
Test workability with the slump test: fill a conical shape (a standard slump cone is a 12-inch high truncated cone, but any cone shape works for a field estimate) with fresh concrete and lift the form straight up. The concrete should slump 3-5 inches. More than 5 inches indicates excess water. Less than 3 inches is too stiff for most placing conditions.
Adjusting for Temperature
Hot weather (above 85°F): Concrete sets faster in heat. Use cold water or ice water for mixing. Wet the forms and substrate before placing. Place and finish quickly. Begin wet curing immediately after finishing.
Cold weather (below 40°F): Hydration stops below freezing. Use warm water (not hot — it accelerates set time, making the mix difficult to control). Cover placed concrete with insulating blankets. Do not allow concrete to freeze in the first 24-48 hours before it has gained sufficient strength.
Ideal range: 50-75°F produces the strongest, most workable concrete.
Making Mortar for Masonry
Mortar has no large aggregate — it is just cement, sand, and water (and often a small amount of hydrated lime for workability).
Standard mortar mix: 1 part portland cement : 3 parts sand : (optionally) 0.25 parts hydrated lime
Hydrated lime (Type S) is not the same as agricultural lime. It improves workability, reduces cracking, and extends working time. In field conditions without lime, a slightly wetter sand-cement mix with careful application works.
Masonry mortar consistency: Mortar should hold firmly on a trowel when turned upside down but drop cleanly when shaken. Too wet and it sags out of joints. Too dry and it tears when the trowel lifts away from freshly laid block.
Joint thickness: Standard masonry joints are 3/8 inch. Thicker joints are weaker because mortar is weaker than properly made brick or block.
Sourcing Ingredients Without Hardware Stores
Cement: Portland cement has a limited shelf life once opened (6-12 months in a dry bag) but unused sealed bags store indefinitely in dry conditions. Stock it now. In a post-supply scenario, lime-based mortars can substitute for non-structural applications.
Sand: River sand (screened for organic material), crushed stone screenings, and decomposed granite all work. Avoid beach sand (salts corrode steel). Test any unfamiliar sand by making a small test batch and curing — if it is weak or crumbly at 7 days, the sand has contaminants.
Gravel: Crushed stone, river gravel, or broken rock all work as aggregate. Maximum particle size should be no more than 1/3 the thickness of the concrete section being poured.
Water: Clean water is the only requirement. Well water, collected rainwater, and stream water (in non-industrial areas) are typically suitable. Avoid water with high organic content (swamp water) or visible color.
Lime Mortar: When Portland Cement is Gone
Lime mortar (calcium hydroxide + sand + water) was used in all masonry construction before the development of portland cement in the 1820s. Many historical stone buildings built with lime mortar have outlasted concrete-era construction.
Making lime: Burn limestone (calcium carbonate) in a hot fire (kiln) at 1650°F+. The result is quicklime (calcium oxide). Slake the quicklime by adding water carefully in small amounts — this is an extremely exothermic reaction. The result is hydrated lime (calcium hydroxide). Aged lime putty (hydrated lime stored wet for months or years) produces the best mortar.
Lime mortar mix: 1 part lime putty : 3 parts sand. This is much weaker than portland cement mortar (roughly 300 PSI versus 2,500+ PSI) and cures slowly, but it is workable, flexible (accommodates settlement), and self-healing. It is appropriate for mortared stone walls, chimneys, and plaster.
The critical difference: Lime mortar carbonates as it cures — it slowly re-absorbs CO2 from the air to return toward calcium carbonate. This process requires air contact. Lime mortar cannot cure in solid interior masonry the way portland cement can.
Sources
- Portland Cement Association - Design and Control of Concrete Mixtures
- US Army Corps of Engineers - Concrete Manual
- USAID Construction Practices in Developing Countries
Frequently Asked Questions
What is the difference between concrete, mortar, and cement?
Cement is the binding ingredient — a grey powder that reacts chemically with water to harden. Mortar is cement mixed with sand and water. Concrete is cement mixed with sand, aggregate (gravel or crushed stone), and water. Cement does not contain aggregate; concrete does. Mortar is for joints and finishing; concrete is for structural members.
Can you make usable concrete without portland cement?
Some alternatives work: Roman concrete used volcanic ash (pozzolana) as the binding agent and produced extraordinarily durable structures. Lime mortar (burned limestone hydrated and mixed with sand) predates cement and works for masonry joints but cures slowly and has lower compressive strength. For structural concrete without portland cement, options are limited in most locations.
What water-to-cement ratio should you use?
Lower water-to-cement ratio (w/c) produces stronger concrete. The standard structural mix targets w/c of 0.45-0.55. Every additional unit of water above the minimum needed for workability reduces strength. A mix that is soupy (high w/c) is easy to pour but weak. A stiff mix is harder to work but produces much stronger concrete.
How long does concrete need to cure?
Concrete gains most of its strength in the first 28 days, with 60-70% of 28-day strength reached in the first 7 days. Keep it moist during curing — wet curing produces significantly stronger concrete than letting it dry out. Cover with wet burlap or plastic sheeting and keep wet for at least 7 days.