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IS 1607 : 1977Methods for test sieving

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ASTM C136 / C136M · BS EN 933-1 · AS 1141.11
CurrentFrequently UsedTesting MethodMaterials Science · Sieves, Sieving and Other Sizing Methods
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OverviewValues2InternationalTablesFAQ3

IS 1607:1977 is the Indian Standard (BIS) for methods for test sieving. This standard lays down the general principles and procedures for test sieving of granular and powdery materials. It provides guidelines on sample preparation, sieving techniques (dry and wet), and the correct method for calculating and reporting particle size distribution.

Methods for test sieving

Overview

Status
Current
Usage level
Frequently Used
Domain
Materials Science — Sieves, Sieving and Other Sizing Methods
Type
Testing Method
Earlier editions
IS 1607:2013
International equivalents
ASTM C136 / C136M-19 · ASTM (US)BS EN 933-1:2012 · BSI (UK) / CEN (Europe)AS 1141.11-2009 · Standards Australia (AU)
Also on InfraLens for IS 1607
2Key values1Tables3FAQs
Practical Notes
! Avoid overloading the sieves; if the mass retained exceeds the permissible limit for a sieve, split the sample and sieve in batches.
! Wet sieving should be strictly utilized for materials containing a high proportion of fine particles that tend to agglomerate.
! Always clean sieves gently with a soft brush from the underside to avoid distorting the wire mesh and altering the aperture size.
Frequently referenced clauses
Cl. 3Test SievesCl. 4Sample PreparationCl. 5Sieving ProcedureCl. 6Reporting of Results
Pulled from IS 1607:1977. Browse the full clause & table index below in Tables & Referenced Sections.
soilaggregatespowdersgranular materialscement

International Equivalents

Similar International Standards
ISO 2591-1:1988ISO (International)
HighWithdrawn
Test sieving — Part 1: Methods using test sieves of woven wire cloth and perforated metal plate
Provided a general framework for test sieving, very similar in intent to IS 1607.
ASTM C136 / C136M-19ASTM (US)
HighCurrent
Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Covers the same fundamental sieving procedure but is specifically for mineral aggregates used in concrete.
BS EN 933-1:2012BSI (UK) / CEN (Europe)
HighCurrent
Tests for geometrical properties of aggregates - Part 1: Determination of particle size distribution - Sieving method
European standard for determining particle size of aggregates, similar in procedure to IS 1607 but with a specific material scope.
AS 1141.11-2009Standards Australia (AU)
HighCurrent
Methods for sampling and testing aggregates - Particle size distribution - Sieving method
Australian standard for sieve analysis of aggregates, following a very similar methodology.
Key Differences
≠IS 1607 is a general method applicable to a wide range of materials, whereas modern international counterparts like ASTM C136 and BS EN 933-1 are specific to construction aggregates.
≠International standards like ASTM C136 provide explicit, tabulated minimum sample masses based on the nominal maximum particle size, while IS 1607 gives only general guidance to refer to the material specification.
≠The end-point determination criterion differs. IS 1607 specifies that less than 0.1% of the original sample mass should pass a sieve in one minute, whereas ASTM C136 uses a limit of 0.5% of the total sample mass.
≠ASTM C136 and BS EN 933-1 specify a drying temperature of 110 ± 5 °C for the sample, while IS 1607 does not specify a temperature, leaving it to the relevant material standard.
≠While IS 1607 mentions wet sieving as an option, ASTM C136 often requires a mandatory preliminary washing step (per ASTM C117) if the aggregate contains significant material finer than 75 μm.
Key Similarities
≈All standards are based on the same fundamental principle of separating a material into size fractions using a series of nested sieves with progressively smaller aperture sizes.
≈They all mandate the use of test sieves that conform to national or international specifications (e.g., IS 460, ASTM E11, ISO 3310-1), ensuring consistency of the measurement apparatus.
≈The basic procedural sequence is identical: obtaining a representative sample, drying it, weighing, sieving on a mechanical shaker or by hand, weighing the retained fractions, and calculating cumulative percentages.
≈The final results in all standards are expressed similarly, typically as a table of percentage passing or retained on each sieve, and can be plotted as a particle size distribution curve.
Parameter Comparison
ParameterIS ValueInternationalSource
Primary ScopeGeneral method for test sieving of any material.Specific to fine and coarse aggregates for use in concrete.ASTM C136 / C136M
Sieving End-Point Criterion (1-min test)< 0.1% of original total sample mass passes.< 0.5% of total sample mass passes.ASTM C136 / C136M
Sample Drying TemperatureNot specified; refers to material specification.110 ± 5 °C (230 ± 9 °F)ASTM C136 / C136M
Sieve Overload LimitGeneral guidance: avoid overloading.Specific limit, e.g., not to exceed 7 kg/m² of sieve surface area (or 200 g for 200 mm sieve on sieves smaller than 4.75 mm).ASTM C136 / C136M
Minimum Sample Mass (37.5 mm aggregate)Not specified; refers to material specification.15 kg (35 lb)ASTM C136 / C136M
Governing Sieve SpecificationIS 460ASTM E11ASTM C136 / C136M
Governing Sieve Specification (Europe)IS 460ISO 3310 SeriesBS EN 933-1
⚠ Verify details from original standards before use

Key Values2

Quick Reference Values
weighing accuracy0.1 percent of the mass of the test sample
sample drying temperature105 to 110 °C
Key Formulas
Percentage retained = (Mass retained on sieve / Total mass of sample) x 100
Cumulative percentage passing = 100 - Cumulative percentage retained

Tables & Referenced Sections

Key Tables
Table 1 - Minimum Mass of Sample for Sieving
Key Clauses
Clause 3 - Test Sieves
Clause 4 - Sample Preparation
Clause 5 - Sieving Procedure
Clause 6 - Reporting of Results

Frequently Asked Questions3

When should wet sieving be preferred over dry sieving?+
Wet sieving is preferred when the material contains lumps, agglomerates, or a high percentage of fine dust that clings to larger particles.
What is the acceptable tolerance for weighing the sample?+
The sample and retained fractions must be weighed to an accuracy of 0.1 percent of the total sample mass.
How should the final results be presented?+
Results are typically presented as a table of cumulative percentage passing or retained, and often plotted on a semi-logarithmic particle size distribution curve.

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