IS 16215

: 2014

Masonry Mortars - Specifications and Methods of Test

CurrentFrequently UsedSpecificationBIMMaterials Science · Masonry and Bricks
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This standard provides specifications for materials, proportions, and properties of masonry mortars for use in construction. It classifies mortars based on strength (High, Medium, Low) and outlines the standard test methods to determine their compressive strength, consistency (workability), and water retention.

Specifies requirements and test methods for factory-made and site-mixed masonry mortars.

Quick Reference Values
Min compressive strength for H1 mortar (28 days)10.0 N/mm²
Min compressive strength for M1 mortar (28 days)5.0 N/mm²
Min compressive strength for L1 mortar (28 days)2.0 N/mm²
Min water retention for mortar (except L2)70%
Standard flow for mortar of normal consistency110 ± 5 percent
Max air content for air-entrained mortars18%
Practical Notes
The mortar classification (H1, M1, etc.) is a key design parameter that must be clearly specified on drawings. Do not simply state the mix ratio (e.g., 1:6).
Water retention (Clause 9.5) is a critical property for achieving a good bond between mortar and masonry units, but is often neglected in site quality control.
While volume batching is common, weight batching is recommended for consistent mortar quality, especially for high-strength or engineered masonry.