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User Guidelines - Preparing NHL Mortar - Part 2: Consumption, Protection & FAQ
User Guidelines · Part 2

Preparing NHL Mortar — Consumption, Protection & FAQ

This second part of the Saint-Astier® User Guidelines covers consumption tables, protection of freshly applied NHL mortars and answers to frequently asked questions.

04 Consumption tables


NHL products are purchased by weight but mixed by volume. Always confirm densities and ratios with the supplier or project specification.

BinderAverage densityMix 1:2Mix 1:2.5Mix 1:3
NHL 5700 kg/m³350 kg280 kg240 kg
NHL 3.5610 kg/m³305 kg244 kg203 kg
NHL 2560 kg/m³280 kg224 kg186 kg
Lime putty1,350 kg/m³675 kg540 kg450 kg
OPC / White cement1,450 kg/m³725 kg580 kg483 kg
!

Field reminder: Because Saint-Astier® NHL has a low bulk density, weight-for-weight it can produce significantly more mortar than ordinary Portland cement.

05 Protecting NHL mortars


Freshly applied NHL mortar is at its most vulnerable between application and full cure. Protection is a fundamental requirement, not an optional step.

Rapid drying

Direct sun, heat and strong wind may inhibit hydration and carbonation, leading to shrinkage or friability.

Remedy: use fine-mesh debris netting and mist lightly in hot or windy conditions.

Insufficient drying

Excessive rainfall, low temperatures or persistent damp can slow the initial set and leave mortars vulnerable to frost.

Remedy: protect wall heads, manage drainage and use scaffold sheeting when needed.

Freeze-thaw risk

Water expands when freezing. If the pore structure is saturated, the mortar may not be able to accommodate this expansion.

Remedy: cover with hessian and tarpaulins, and provide supplementary heating if necessary.

Wind chill

Wind can significantly reduce the effective surface temperature of fresh mortar, increasing frost risk.

Remedy: use scaffold sheeting on the windward face and record min/max temperatures daily.

Wind-chill reference
Wind speed
+5°C0°C-5°C
7 km/h+2°C-2°C-7°C
14 km/h-1°C-7°C-12°C
21 km/h-4°C-10°C-16°C
36 km/h-10°C-15°C-23°C
50 km/h-12°C-17°C-26°C
64 km/h-13°C-19°C-28°C

06 Frequently asked questions


Answers to common on-site questions about preparing and using Saint-Astier® Natural Hydraulic Lime mortars.

What is the difference between NHL 2, NHL 3.5 and NHL 5?

The number indicates the minimum compressive strength at 28 days in N/mm². NHL 2 is the softest and is often used for sensitive historic masonry. NHL 5 is more hydraulic and is suited to more exposed situations.

Can NHL mortar be reworked the following day?

Yes. Saint-Astier® NHL mortars can be reworked for up to 24 hours. Keep the mortar covered overnight and add as little water as possible when re-mixing.

Why is my mortar too wet or not workable?

Excess water is a common cause. Check the sand grading, as fine sands absorb more water. Improve workability through longer mixing rather than adding water.

Which sand should be used for an exterior base coat render?

Use a sharp, well-graded sand from 3 mm down to 0.075 mm, with less than 15% fines between 0.075 and 0.150 mm. Avoid clay-contaminated or mono-granular sands.

When can protection be removed?

Protection should remain until the cured mortar reaches approximately 8% moisture content. Use a calibrated moisture meter rather than relying on visual appearance.

Can NHL mortars be used in winter?

Yes, with suitable precautions. Use scaffold sheeting, monitor wind-chill and provide heating if required. Do not apply if frost is forecast within 48 hours unless proper protection is in place.

Does lime putty improve NHL mortar performance?

Lime putty can improve immediate workability and shorten mixing time, but it may reduce final strength. Do not exceed 10% of NHL binder weight, and do not use it with NHL 2.

Why should clay-coloured sands be avoided?

Clay can behave as a binder and alter the effective binder-to-aggregate ratio. This can make the mortar unpredictable and potentially too rich.

This guide is provided for general information only. Specifications should always be project-specific and issued by the relevant specifier. Site conditions, substrate type, exposure, sand grading and workmanship must be assessed before application.

← Back to Part 1 — Mixing, Dosage & Sands