IS 14891

: 2000

Specification for Fly Ash for use in Cement Mortar and Concrete

CurrentEssentialSpecificationBIMMaterials Science · Demolition, Renovation and Repair of Structures
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This standard specifies the requirements for manufacturing, chemical composition, and physical properties of Portland Pozzolana Cement (PPC) using fly ash as the pozzolanic material. It is a blended cement known for enhanced durability, resistance to chemical attack, and lower heat of hydration, making it suitable for a wide range of construction applications.

Specifies requirements for fly ash for use as an admixture in cement mortar and concrete.

Quick Reference Values
Fly Ash Content15% to 35% by mass
Minimum 3-Day Compressive Strength16 MPa
Minimum 7-Day Compressive Strength22 MPa
Minimum 28-Day Compressive Strength33 MPa
Minimum Initial Setting Time30 minutes
Maximum Final Setting Time600 minutes
Maximum Loss on Ignition5.0 %
Minimum Fineness (Specific Surface)300 m²/kg
Practical Notes
PPC generally exhibits slower early strength gain compared to OPC. Ensure adequate curing, typically for a minimum of 10 days, to achieve desired long-term strength.
Due to its lower heat of hydration, fly ash-based PPC is ideal for mass concrete works like rafts, dams, and large foundations to minimize thermal cracking.
The finer particles of PPC lead to denser, less permeable concrete, providing better protection against reinforcement corrosion and chemical attacks in aggressive environments.