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IS 4031 Part 1 : 1996Methods of Physical Tests for Hydraulic Cement - Part 1: Determination of fineness by dry sieving

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ASTM C184 · EN 196-6 · AASHTO T 128
CurrentFrequently UsedTesting MethodMaterials Science · Cement
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OverviewValues5InternationalEngineer's NotesTablesFAQ4Related

IS 4031:1996 Part 1 is the Indian Standard (BIS) for methods of physical tests for hydraulic cement - part 1: determination of fineness by dry sieving. This standard specifies the method for determining the fineness of hydraulic cement by dry sieving using a 90-micron IS sieve. The test measures the percentage of coarse cement particles, which directly impacts the hydration rate and strength development of the cement.

Describes the procedure for determining the fineness of hydraulic cement by dry sieving method.

Quick Reference — IS 4031 Cement Physical Tests

The acceptance gates for cement.

✓ Verified 2026-05-15
ReferenceValueClause
FinenessSieve (Part 1) / Blaine air-permeabilityTests
Initial setting timeNot earlier than 30 minSet
Final setting timeWithin the product-standard limitSet
SoundnessLe Chatelier / autoclave expansion limitSoundness
Compressive strengthMortar cubes at 3 / 7 / 28 daysStrength
Accept againstIS 269 (OPC 33/43/53) / IS 455 / IS 1489Product std
SampleRepresentative composite of the consignmentSampling
⚠ Methods only; limits from IS 269/455/1489. Soundness & set are independent gates.

Overview

Status
Current
Usage level
Frequently Used
Domain
Materials Science — Cement
Type
Testing Method
International equivalents
ASTM C184-17 · ASTM International, USAEN 196-6:2018 · CEN (European Committee for Standardization), EuropeAASHTO T 128-17 · AASHTO (American Association of State Highway and Transportation Officials), USAJIS R 5201:2015 · JSA (Japanese Standards Association), Japan
Typically used with
IS 3535
Also on InfraLens for IS 4031
5Key values4FAQs
Practical Notes
! Ensure the sieve mesh is not clogged before the test; carefully clean the 90-micron sieve using a soft nylon or bristle brush.
! Perform the test in a controlled lab environment, as high ambient humidity can cause cement particles to agglomerate and yield false coarse residue values.
! Do not force cement through the sieve mesh by hand or stiff brushes, as this will damage the fine wire mesh.
Frequently referenced clauses
Cl. 3Apparatus
Cl. 4Material for Test
Cl. 5Procedure
Cl. 6Calculation and Expression of Results
Key clauses pulled from IS 4031:1996. See the referenced tables in Tables & Referenced Sections below.
hydraulic cementcement

Engineer's Notes

In Practice — Editorial Commentary
When IS 4031 is your governing code

IS 4031 — methods of physical tests for hydraulic cement — is the test-method backbone for accepting cement on every concrete project. It is a multi-part series (Part 1 fineness by sieving; others cover fineness by Blaine, consistency, setting time, soundness, compressive strength, density, heat of hydration). This entry stands for the whole IS 4031 family, which carries heavy combined search across its parts.

It is read with the cement and concrete stack:

  • IS 269 — OPC (the product standard whose limits IS 4031 verifies) · IS 455 — PSC · IS 1489 — PPC
  • IS 4032 — chemical analysis of hydraulic cement (the chemistry companion)
  • IS 456 / IS 10262 — concrete design that depends on cement quality
  • IS 1070 — reagent water used in the tests
The IS 4031 test suite and what each controls

The acceptance-deciding physical tests:

  • Fineness — by sieving (Part 1) or air-permeability/Blaine (specific surface, m²/kg); fineness drives rate of strength gain and water demand
  • Standard (normal) consistency — the water % for a standard paste; the reference for the setting-time and soundness tests
  • Setting time — initial set (must not be too early — workability/transport window) and final set (must not be too late) by the Vicat apparatus
  • Soundness — Le Chatelier expansion and the autoclave test; guards against delayed expansion from free lime/magnesia (unsound cement cracks hardened concrete)
  • Compressive strength — standard cement-mortar cubes tested at 3, 7 and 28 days — the headline grade check (33/43/53 grade for OPC per IS 269)
  • Density / heat of hydration for mix design and mass-concrete control

Acceptance is by comparing each result with the relevant *product* standard (IS 269/455/1489) for the cement type and grade.

Worked example — accepting an OPC 53 consignment

Scenario: an OPC 53 cement consignment, checked to IS 4031 against IS 269.

Step 1 — sampling: representative composite sample from the consignment (not one bag).

Step 2 — fineness: Blaine specific surface ≥ the IS 269 minimum (low fineness → slow strength).

Step 3 — consistency & setting: find standard consistency; initial set not earlier than 30 min, final set within the IS 269 limit — early set kills the placing window.

Step 4 — soundness: Le Chatelier expansion within the IS 269 limit — an unsound cement is rejected outright (it will crack the structure).

Step 5 — strength: mortar cubes at 3/7/28 days; the 28-day strength must meet the OPC 53 requirement, with the early-age values consistent.

Verdict: the consignment is accepted only if all of fineness, setting, soundness and 28-day strength pass — a high 28-day strength does not excuse an unsound or flash-setting cement.

Common mistakes engineers make with IS 4031

1. Judging cement on 28-day strength alone. Setting time and soundness are independent gates — an unsound cement that is 'strong' still cracks the hardened concrete.

2. One-bag sampling. Cement varies within a consignment; test a representative composite per IS 269/sampling, not a convenient bag.

3. Using site water of unknown purity. The tests assume controlled water (IS 1070 for chemistry); contaminated water shifts setting/strength results.

4. Skipping fineness. Fineness explains many 'low early strength' and 'high water demand' disputes — it is cheap and diagnostic.

5. Wrong product standard/grade. IS 4031 is *methods only*; acceptance limits come from IS 269 (OPC 33/43/53), IS 455 (PSC) or IS 1489 (PPC) — comparing to the wrong one mis-accepts the cement.

Cross-references in the Indian code stack
  • IS 269 — Ordinary Portland Cement (33/43/53 grade) · IS 455 — PSC · IS 1489 — PPC
  • IS 4032 — methods of chemical analysis of hydraulic cement
  • IS 456 — plain & reinforced concrete · IS 10262 — mix proportioning
  • IS 1070 — reagent grade water (test water)
  • IS 516 — tests on concrete (the downstream check) · IS 12269 — OPC 53 specifics
  • IS 16715 / IS 3812 — GGBS / fly ash (SCMs blended with cement)
Practitioner view

IS 4031 is reaffirmed and is the non-negotiable acceptance suite for cement — and the most cost-effective quality control on any concrete project, because cement is the one ingredient whose defects (unsoundness, flash/false set, low fineness) propagate into *every* pour. The discipline that separates good QC from box-ticking is testing soundness and setting time, not just 28-day strength: a strong-but-unsound or flash-setting cement passes a strength-only check and then cracks or becomes unplaceable on site.

Its parts are methodologically comparable to the EN 196 series that international cement certificates quote, acceptable when cross-referenced. Because this hub aggregates the search traffic of all IS 4031 parts, the practical message is: sample the *consignment* representatively, run the *full* physical suite against the correct product standard (IS 269/455/1489) for the cement type, use controlled water, and reject on any single failed gate. Cement accepted properly here prevents the expensive disputes that surface later at IS 516 cube testing.

International Equivalents

Similar International Standards
ASTM C184-17ASTM International, USA
HighCurrent
Standard Test Method for Fineness of Hydraulic Cement by the 150-μm (No. 100) and 75-μm (No. 200) Sieves
Defines a procedure for determining cement fineness by dry sieving, though using different sieve sizes.
EN 196-6:2018CEN (European Committee for Standardization), Europe
HighCurrent
Methods of testing cement - Part 6: Determination of fineness
Specifies fineness determination by sieving, often with an air-jet apparatus, but shares the 90 µm sieve size.
AASHTO T 128-17AASHTO (American Association of State Highway and Transportation Officials), USA
HighCurrent
Standard Method of Test for Fineness of Hydraulic Cement by the 150-μm (No. 100) and 75-μm (No. 200) Sieves
Essentially identical to ASTM C184, used for transportation and highway applications.
JIS R 5201:2015JSA (Japanese Standards Association), Japan
MediumCurrent
Physical testing methods for cement
A comprehensive standard for cement testing that includes a method for fineness by sieving on a 90 µm sieve.
Key Differences
≠IS 4031 specifies a sample mass of 100 g, which is significantly larger than the 10 g used in EN 196-6 and 50 g in ASTM C184.
≠The Indian standard mandates a fixed sieving duration of 15 minutes, whereas ASTM C184 uses a performance-based endpoint (sieving until the amount passing per minute is negligible).
≠While IS 4031 describes a manual sieving procedure, EN 196-6 primarily details the use of a more precise and automated air-jet sieving apparatus for its dry sieving method.
≠IS 4031 uses a 90 µm sieve, which differs from the primary sieves of 75 µm (No. 200) and 150 µm (No. 100) specified in ASTM C184.
Key Similarities
≈The fundamental principle of the test is identical: to determine fineness by measuring the mass of cement residue retained on a standard sieve after a defined procedure.
≈The result is universally expressed as the mass of the residue as a percentage of the initial sample mass, reported to the nearest 0.1%.
≈Both IS 4031 and EN 196-6 specify the use of a 90 µm sieve, making comparisons between results from these standards more direct, despite procedural differences.
≈All standards require that the test sieve be thoroughly clean, dry, and verified for conformity (e.g., no damage, correct aperture size) before use.
Parameter Comparison
ParameterIS ValueInternationalSource
Primary Sieve Aperture90 µm75 µm (No. 200)ASTM C184-17
Primary Sieve Aperture90 µm90 µmEN 196-6:2018
Test Sample Mass100 g50 gASTM C184-17
Test Sample Mass100 g10 gEN 196-6:2018
Sieving ProcedureManual shaking for a fixed timePrimarily automated air-jet sievingEN 196-6:2018
Sieving Endpoint15 minutes of continuous sievingWhen residue passing in 1 minute is less than 0.10 gASTM C184-17
Weighing Balance Accuracy0.01 g0.01 gASTM C184-17
⚠ Verify details from original standards before use

Key Values5

Quick Reference Values
test sieve size90-micron IS Sieve
sample weight100 g
balance accuracy0.01 g
sieving duration15 minutes
reporting accuracy0.1 percent
Key Formulas
Fineness (R) = (W2 / W1) * 100 — Percentage of cement retained on 90-micron sieve (where W1 is initial weight, W2 is weight of residue)

Tables & Referenced Sections

Key Tables
No tables data

Related Resources on InfraLens

Cross-Referenced Codes
IS 3535:1986Methods of sampling hydraulic cement
→
Key terms in IS 4031
📘Setting Time of Cement
→
📘Fineness of Cement
→
📘Soundness of Cement
→
📘Standard Consistency of Cement
→
📚Full civil-engineering glossary
→

Frequently Asked Questions4

What is the standard sieve size used for the cement fineness test?+
A 90-micron IS Sieve is used.
How much cement sample is required for the dry sieving test?+
100 g of cement is taken for the test (Clause 4.1).
How long should the continuous sieving be performed?+
The sieving procedure should be carried out continuously for 15 minutes.
How often should the 90-micron sieve be checked for wear and tear?+
It should be checked frequently against a standard sample of known fineness, typically after every 100 tests.

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