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IS 2720 Part 17 : 1986Methods of test for soils - Part 17: Determination of compaction properties (Standard Proctor)

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IS 2720:1986 Part 17 is the Indian Standard (BIS) for methods of test for soils - part 17: determination of compaction properties (standard proctor). This standard details the laboratory method to determine the relationship between moisture content and dry density of soils using light compaction (Standard Proctor test). It is used to identify the Optimum Moisture Content (OMC) and Maximum Dry Density (MDD) crucial for field compaction control.

Describes the standard Proctor test for determining the moisture-density relationship of soils.

Quick Reference — IS 2720 Part 17:1986 Compaction (Proctor)

Standard and modified Proctor compaction tests. MDD, OMC, sample preparation.

✓ Verified 2026-04-28
ReferenceValueClause
Method 1 — Standard Proctor (light)2.6 kg rammer, 310 mm fallCl. 4 (Method I)
Method 2 — Modified Proctor (heavy)4.9 kg rammer, 450 mm fallCl. 5 (Method II)
Mould — small (≤ 20 mm aggregate)100 mm dia, 1000 cm³Cl. 4.1 / 5.1
Mould — large (> 20 mm aggregate)150 mm dia, 2250 cm³Cl. 4.1 / 5.1
Layers — Standard Proctor3 layers (small mould)Cl. 4.4.2
Layers — Modified Proctor5 layersCl. 5.4.2
Blows per layer — small mould25 (Standard) / 25 (Modified)Cl. 4.4.2 / 5.4.2
Blows per layer — large mould56 (Standard) / 56 (Modified)Cl. 4.4.2 / 5.4.2
Compactive effort — Standard595 kJ/m³Cl. 4 (informative)
Compactive effort — Modified— ≈ 4.5× Standard2700 kJ/m³Cl. 5 (informative)
Number of points on compaction curve≥ 4 (preferably 5)Cl. 4.5
Moisture spacing between trials≈ 2 % incrementsCl. 4.4.1
Maximum dry density (MDD) — typical clay— value reported by test1.55–1.85 g/cm³(typical)
Optimum moisture content (OMC) — typical clay— value reported by test12–22 %(typical)
MDD — typical sand1.85–2.10 g/cm³(typical)
OMC — typical sand8–14 %(typical)
Reuse of compacted soilNot permitted (changed structure)Cl. 4.4.4
Sample passing — small mould test20 mmCl. 4.2
Sample passing — large mould test40 mmCl. 4.2
Reporting accuracyMDD to 0.01 g/cm³, OMC to 0.1 %Cl. 4.7
⚠ Methods of Test for Soils — Part 17. Reaffirmed. Underpins compaction control specifications in MORTH § 305 and IRC SP 84.

Overview

Status
Current
Usage level
Essential
Domain
Geotechnical — Testing Methods and Quality Control
Type
Testing Method
Typically used with
IS 1498
Also on InfraLens for IS 2720
6Key values1Handbook topics3Knowledge articles3FAQs
Practical Notes
! Ensure soil is thoroughly mixed with water and allowed to cure in airtight containers before testing to ensure uniform moisture distribution.
! Reusing soil for consecutive tests is not recommended if the soil contains fragile grains that break down and alter gradation during compaction.
! The standard 1000 cc mould is used for fine/medium soils, while the 2250 cc mould is required for coarser soils containing gravels.
Frequently referenced clauses
Cl. 3ApparatusCl. 4Preparation of Soil SampleCl. 5Compaction ProcedureCl. 6Calculations
Pulled from IS 2720:1986. Browse the full clause & table index below in Tables & Referenced Sections.
soilsubgradeearthwork

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Key Values6

Quick Reference Values
Weight of Rammer2.6 kg
Height of Drop310 mm
Number of compacted layers3
Blows per layer (1000 cc mould)25
Blows per layer (2250 cc mould)56
Standard mould volume1000 cc
Key Formulas
Bulk Density (γ_b) = (Mass of compacted soil) / (Volume of mould)
Dry Density (γ_d) = (100 * γ_b) / (100 + w), where w is moisture content in %

Tables & Referenced Sections

Key Tables
No tables data
Key Clauses
Clause 3 - Apparatus
Clause 4 - Preparation of Soil Sample
Clause 5 - Compaction Procedure
Clause 6 - Calculations

Related Resources on InfraLens

Cross-Referenced Codes
IS 1498:1970Classification and identification of soils fo...
→
Handbook & Design Rules
Handbook Topics
📖Earthwork Bulking & Shrinkage Factors
→
Articles & Guides
📖IS 2720 Soil Testing — All Parts Complete Guide
→
📖Soil Bearing Capacity per IS 1904
→
📖Foundation Selection Guide
→

Frequently Asked Questions3

What is the standard weight and drop height of the rammer?+
The rammer weighs 2.6 kg and falls from a free drop height of 310 mm.
How many layers are required for light compaction?+
The soil should be compacted in 3 equal layers.
How many blows are applied per layer?+
25 blows for a 1000 cc mould, and 56 blows for a 2250 cc mould.

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