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IS 3370 Part 1 : 2009Concrete Structures for Storage of Liquids - Code of Practice - General Requirements

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CurrentEssentialCode of PracticeBIMStructural Engineering · Swimming Pools and Sports Facilities
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OverviewValues6InternationalTablesFAQ4Related

IS 3370:2009 Part 1 is the Indian Standard (BIS) for concrete structures for storage of liquids - code of practice - general requirements. This code specifies the general requirements for the design, construction, and materials of plain, reinforced, and prestressed concrete structures meant for the storage of liquids. It emphasizes durability, impermeability, crack control, and proper joint detailing to prevent leakages.

Specifies general requirements for design and construction of concrete structures for the storage of liquids.

Overview

Status
Current
Usage level
Essential
Domain
Structural Engineering — Swimming Pools and Sports Facilities
Type
Code of Practice
Earlier editions
IS 3370 Part 1:2021IS 3370 Part 1:1965
Typically used with
IS 456
Also on InfraLens for IS 3370
6Key values2Tables1Knowledge articles4FAQs

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

Practical Notes
! Proper execution of construction and expansion joints is as critical as structural design to achieve watertightness.
! Continuous and adequate moist curing is vital to prevent early shrinkage cracks which can compromise impermeability.
! Concrete for liquid retaining structures is deemed to be subject to 'Severe' exposure conditions by default.
Frequently referenced clauses
Cl. 4MaterialsCl. 5Exposure ConditionsCl. 6Requirements for ConcreteCl. 8Impermeability of ConcreteCl. 10Joints
Pulled from IS 3370:2009. Browse the full clause & table index below in Tables & Referenced Sections.
reinforced concreteplain concreteprestressed concretecement

International Equivalents

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Key Values6

Quick Reference Values
Minimum grade of concrete for RCC liquid retaining structuresM30
Minimum grade of concrete for PCC liquid retaining structuresM20
Minimum grade of concrete for Prestressed liquid retaining structuresM40
Maximum water-cement ratio0.45
Minimum cement content for RCC320 kg/m³
Maximum design crack width for liquid retaining face0.2 mm

Tables & Referenced Sections

Key Tables
Table 1 - Minimum Cement Content, Maximum Water-Cement Ratio and Minimum Grade of Concrete
Table 2 - Requirements for Joints
Key Clauses
Clause 4 - Materials
Clause 5 - Exposure Conditions
Clause 6 - Requirements for Concrete
Clause 8 - Impermeability of Concrete
Clause 10 - Joints

Related Resources on InfraLens

Cross-Referenced Codes
IS 456:2000Plain and Reinforced Concrete - Code of Pract...
→
Articles & Guides
📖Waterproofing Complete Guide — Bathroom, Terrace, Basement
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Frequently Asked Questions4

What is the minimum grade of concrete required for an RCC water tank?+
M30, as per Table 1 of IS 3370 Part 1.
What is the maximum allowed water-cement ratio for concrete retaining liquids?+
0.45 to ensure impermeability and durability.
What is the minimum cement content for reinforced concrete liquid storage structures?+
320 kg/m³, as per Table 1.
What is the permissible crack width for structures storing liquids?+
The maximum calculated surface crack width should not exceed 0.2 mm.

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