IS 2250

: 1981

Code of Practice for Preparation and Use of Masonry Mortars

CurrentFrequently UsedCode of PracticeStructural Engineering · Masonry and Bricks
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This code of practice covers the preparation and use of cement, lime, and cement-lime masonry mortars. It provides guidelines on selecting mortar grades based on strength requirements, environmental exposure, and the type of masonry units to ensure adequate bond, workability, and durability.

Provides guidance on the selection, preparation, and use of various types of mortars for masonry.

Quick Reference Values
Grade H1 Mortar Minimum Compressive Strength10.0 N/mm²
Grade H2 Mortar Minimum Compressive Strength7.5 N/mm²
Grade M1 Mortar Minimum Compressive Strength5.0 N/mm²
Grade M2 Mortar Minimum Compressive Strength3.0 N/mm²
Grade M3 Mortar Minimum Compressive Strength1.5 N/mm²
Grade L1 Mortar Minimum Compressive Strength0.7 N/mm²
Standard flow for testing mortar consistency110 to 115%
Practical Notes
Do not use cement mortar that has started to set; retempering of cement mortar with additional water is generally not permitted and reduces strength.
Lime must be slaked properly before use to avoid popping, expansion, and subsequent cracking in the masonry joints.
Ensure the fine aggregate (sand) is free from excessive silt and clay, as high fines content drastically reduces mortar strength and bond.