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IS 14732 : 2000Code of Practice for Laying of Precast Concrete Blocks for Paving

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CurrentFrequently UsedCode of PracticeBIMTransportation · Flooring and Paving
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OverviewValues6InternationalTablesFAQ4Related

IS 14732:2000 is the Indian Standard (BIS) for laying of precast concrete blocks for paving. This standard provides a code of practice for laying precast concrete blocks for paving applications. It details the requirements for materials, subgrade and sub-base preparation, laying of bedding sand and blocks, compaction, and joint filling to create a durable interlocking pavement system.

Provides guidelines for the laying and installation of precast concrete blocks for various paving applications.

Overview

Status
Current
Usage level
Frequently Used
Domain
Transportation — Flooring and Paving
Type
Code of Practice
Earlier editions
IS 14732:1999
Typically used with
IS 15658IS 383IS 2720IS 2386
Also on InfraLens for IS 14732
6Key values2Tables4FAQs

BIM-relevant code. See the BIM Hub for ISO 19650, IFC, and LOD/LOIN frameworks used alongside it.

Practical Notes
! Ensure robust and well-constructed edge restraints are in place before laying blocks, as they are critical for the pavement's structural integrity.
! The bedding sand should be screeded to the correct uncompacted thickness and should not be disturbed before laying the blocks. Do not pre-compact the bedding sand.
! Compaction should be done with a high-frequency, low-amplitude plate vibrator, starting from the edges and working towards the center. Multiple passes are required until no further settlement is observed.
Frequently referenced clauses
Cl. 5MaterialsCl. 6Subgrade PreparationCl. 8Bedding SandCl. 9Laying of BlocksCl. 10CompactionCl. 11Joint Filling
Pulled from IS 14732:2000. Browse the full clause & table index below in Tables & Referenced Sections.
concrete blockssandaggregate

International Equivalents

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Key Values6

Quick Reference Values
Compacted bedding sand thickness20 mm to 40 mm
Recommended joint width2 mm to 3 mm
Final surface level tolerance±10 mm under a 3 m straightedge
Bedding sand passing 150-micron sieve< 10 percent
Bedding sand passing 2.36 mm sieve95 to 100 percent
Minimum slope for surface drainage2 percent (1 in 50)

Tables & Referenced Sections

Key Tables
Table 1 - Grading Requirements for Bedding Sand
Table A.1 - Recommended Pavement Layer Thicknesses for Various Traffic Categories
Key Clauses
Clause 5 - Materials
Clause 6 - Subgrade Preparation
Clause 8 - Bedding Sand
Clause 9 - Laying of Blocks
Clause 10 - Compaction
Clause 11 - Joint Filling

Related Resources on InfraLens

Cross-Referenced Codes
IS 15658:2006Self-Compacting Concrete - Guidelines
→
IS 383:2016Coarse and Fine Aggregates for Concrete - Spe...
→
IS 2720:1973Methods of test for soils - Determination of ...
→
IS 2386:1963Methods of Test for Aggregates for Concrete -...
→

Frequently Asked Questions4

What is the correct thickness for the bedding sand layer?+
The compacted thickness should be between 20 mm and 40 mm (Clause 8.1).
What are the grading requirements for bedding sand?+
The sand must conform to Table 1, with key requirements being 95-100% passing the 2.36 mm sieve and less than 10% passing the 150-micron sieve.
What is the acceptable tolerance for the final paved surface level?+
The finished surface should not deviate by more than ±10 mm when checked with a 3-meter straight edge (Clause 12.1).
What material is used for filling joints between pavers?+
Dry, fine sand that passes a 2.36 mm IS Sieve and is free from soluble salts (Clause 11.1).

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