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IS 10359 : 1982Code of practice for manufacture and use of lime-pozzolana concrete blocks for paving

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ASTM C936 / C936M · BS EN 1338 · AS/NZS 4455.2
CurrentSpecializedCode of PracticeMaterials Science · Building Limes and Gypsum Products
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OverviewValues8InternationalTablesFAQ4Related

IS 10359:1982 is the Indian Standard (BIS) for manufacture and use of lime-pozzolana concrete blocks for paving. This standard provides guidelines for the manufacture and use of lime-pozzolana concrete blocks intended for paving applications. It covers material requirements, mix proportions, manufacturing processes, curing, and physical properties like compressive strength and water absorption. It also includes recommendations for laying the blocks.

Code of practice for manufacture and use of lime-pozzolana concrete blocks for paving

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Building Limes and Gypsum Products
Type
Code of Practice
International equivalents
ASTM C936 / C936M-23 · ASTM International, USABS EN 1338:2003+A1:2013 · BSI / CEN, UK / EuropeAS/NZS 4455.2:2010 · Standards Australia / Standards New Zealand, Australia / New ZealandSANS 1058:2021 · SABS (South African Bureau of Standards), South Africa
Typically used with
IS 712IS 1344IS 3812IS 383
Also on InfraLens for IS 10359
8Key values2Tables4FAQs
Practical Notes
! This is a specialized code for an alternative, low-energy paving material, less common than conventional cement concrete paving blocks (covered in IS 15658).
! Proper and complete curing is critical for lime-pozzolana mixes to achieve design strength; the specified 28-day period must be strictly followed.
! The quality and reactivity of the pozzolana (e.g., fly ash, calcined clay) and lime significantly impact the block's final strength and durability.
Frequently referenced clauses
Cl. 3MaterialsCl. 4Manufacture of BlocksCl. 5Physical Requirements of BlocksCl. 7Laying of Blocks
Pulled from IS 10359:1982. Browse the full clause & table index below in Tables & Referenced Sections.
limepozzolanaconcrete blocksaggregates

International Equivalents

Similar International Standards
ASTM C936 / C936M-23ASTM International, USA
MediumCurrent
Standard Specification for Solid Concrete Interlocking Paving Units
Covers requirements and testing for paving units, but specifically for Portland cement concrete, not lime-pozzolana.
BS EN 1338:2003+A1:2013BSI / CEN, UK / Europe
MediumCurrent
Concrete paving blocks - Requirements and test methods
Specifies requirements for cement-based concrete paving blocks, representing the closest functional equivalent.
AS/NZS 4455.2:2010Standards Australia / Standards New Zealand, Australia / New Zealand
MediumCurrent
Masonry units, pavers, flags and segmental retaining wall units - Pavers and flags
Details requirements for concrete pavers, serving a similar application but differing in material binder technology.
SANS 1058:2021SABS (South African Bureau of Standards), South Africa
MediumCurrent
Concrete paving units
Defines requirements for precast concrete paving blocks, but does not address lime-pozzolana binders.
Key Differences
≠The primary binder in IS 10359 is a lime-pozzolana system, which has slow strength development. International equivalents are exclusively based on Ordinary Portland Cement (OPC), which provides high early strength.
≠Compressive strength requirements in IS 10359 are significantly lower (2.0 to 10.0 N/mm²) compared to international standards like ASTM C936, which mandates an average strength of at least 55 N/mm² (8000 psi).
≠IS 10359 specifies a maximum water absorption of 10%, whereas modern standards like ASTM C936 require a much lower absorption rate, typically below 5%, for enhanced durability and frost resistance.
≠The Indian standard includes detailed guidance on the 'use' of blocks, including sub-base preparation and laying patterns. In contrast, many international standards (e.g., ASTM C936) are product specifications, with usage guidelines published in separate documents by industry bodies like the ICPI.
≠Curing in IS 10359 requires a long period of moist curing (28 days) to facilitate the slow pozzolanic reaction. Cement-based blocks under international standards can utilize accelerated curing methods (like steam) to meet strength requirements much faster.
Key Similarities
≈All standards cover precast, solid block units intended for the construction of paved surfaces for pedestrian and vehicular traffic.
≈Compressive strength and water absorption are universally adopted as the primary performance indicators for assessing the quality and durability of the paving blocks.
≈All standards specify strict dimensional tolerances for length, width, and thickness to ensure a good fit, proper interlocking, and a uniform paved surface.
≈The fundamental principles of test methods, such as applying a compressive load across the block's surface until failure or measuring weight gain after water immersion, are conceptually similar across all standards.
Parameter Comparison
ParameterIS ValueInternationalSource
Primary Binder SystemLime and PozzolanaPortland CementASTM C936 / EN 1338
Minimum Average Compressive Strength2.0 N/mm² (for Class LBP 20)55 N/mm² (8000 psi)ASTM C936 / C936M
Maximum Water Absorption (Average)10% by mass5% by massASTM C936 / C936M
Dimensional Tolerance (Length/Width)± 3.0 mm± 1.6 mmASTM C936 / C936M
Dimensional Tolerance (Height)± 3.0 mm± 3.2 mmASTM C936 / C936M
Standard Age for Compliance Testing28 days28 days (or when specified strength is met)ASTM C936 / C936M
Abrasion Resistance TestNot specifiedSpecified as mass loss after test (e.g., <500 g/m²)EN 1338
⚠ Verify details from original standards before use

Key Values8

Quick Reference Values
Minimum Average Wet Compressive Strength10 N/mm²
Minimum Wet Compressive Strength of Individual Block8 N/mm²
Maximum Average Water Absorption12% by mass
Standard Block Size 1200 x 100 x 80 mm
Standard Block Size 2200 x 100 x 60 mm
Length/Width Tolerance±3 mm
Height Tolerance±2 mm
Minimum Curing Period28 days (7 days moist + 21 days air)

Tables & Referenced Sections

Key Tables
Table 1 - Physical Requirements of Lime-Pozzolana Concrete Blocks for Paving
Table 2 - Suggested Mix Proportions for Lime-Pozzolana Concrete
Key Clauses
Clause 3 - Materials
Clause 4 - Manufacture of Blocks
Clause 5 - Physical Requirements of Blocks
Clause 7 - Laying of Blocks

Related Resources on InfraLens

Cross-Referenced Codes
IS 712:1984Building Limes - Specification
→
IS 1344:1981Masonry Cement - Specification
→
IS 3812:2013Pulverized Fuel Ash - Specification - Part 1:...
→
IS 383:2016Coarse and Fine Aggregates for Concrete - Spe...
→

Frequently Asked Questions4

What is the minimum compressive strength for these blocks?+
The average wet compressive strength of 10 blocks should be at least 10 N/mm² (Table 1).
What is the maximum allowed water absorption?+
The average water absorption of three blocks must not exceed 12 percent by mass (Table 1).
What is the recommended curing process?+
Moist curing for at least 7 days, followed by air curing for at least 21 days before use (Clause 4.6).
What are the standard block dimensions specified?+
200x100x80 mm and 200x100x60 mm, with specified tolerances (Clause 5.1).

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