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IS 3036 : 1992Code of practice for laying lime concrete for a waterproofed roof finish

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BS 7913 · EN 459-1 · ASTM C270-19a
CurrentSpecializedCode of PracticeArchitectural · Waterproofing and Damp-Proofing
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Link points to Internet Archive / others. Not hosted by InfraLens. Details
OverviewValues4InternationalTablesFAQ3RelatedQA/QCNew

IS 3036:1992 is the Indian Standard (BIS) for laying lime concrete for a waterproofed roof finish. This code provides guidelines for the preparation, laying, beating, and curing of lime concrete to create a waterproof finish on flat roofs. It details traditional terrace waterproofing methods frequently used in regional construction and heritage building restoration.

Code of practice for laying lime concrete for a waterproofed roof finish

Overview

Status
Current
Usage level
Specialized
Domain
Architectural — Waterproofing and Damp-Proofing
Type
Code of Practice
International equivalents
BS 7913:2013 · BSI - British Standards Institution, UKEN 459-1:2015 · CEN - European Committee for Standardization, EuropeASTM C270-19a · ASTM International, USA
Typically used with
IS 712IS 1344IS 3068IS 3812
Also on InfraLens for IS 3036
4Key values1QA/QC templates3FAQs
Practical Notes
! Continuous and uniform compaction via hand beating with wooden thapies is critical; it must continue until the mortar starts creaming on top.
! Ensure the roof slab has the correct slope before laying the concrete, or properly build the required slope into the lime concrete layer itself.
! Protect freshly laid lime concrete from heavy rains or extreme drying heat during the initial setting phase.
Frequently referenced clauses
Cl. 4Preparation of Roof SurfaceCl. 5Preparation of Lime ConcreteCl. 6Laying and CompactionCl. 7CuringCl. 8Finish
Pulled from IS 3036:1992. Browse the full clause & table index below in Tables & Referenced Sections.
lime concretelimesurkhibrick batspozzolanawaterproofing

International Equivalents

Similar International Standards
BS 7913:2013BSI - British Standards Institution, UK
LowCurrent
Guide to the conservation of historic buildings
Provides principles for using traditional materials like lime, but is not a prescriptive code for this specific roofing application.
EN 459-1:2015CEN - European Committee for Standardization, Europe
LowCurrent
Building lime - Part 1: Definitions, specifications and conformity criteria
Specifies the properties of the lime binder itself, not the code of practice for its application as a roofing material.
ASTM C270-19aASTM International, USA
LowCurrent
Standard Specification for Mortar for Unit Masonry
Specifies properties for lime-based mortars (Type O, K, N, L), sharing material principles but not the roofing application.
Key Differences
≠IS 3036 describes a monolithic waterproofing system where the lime concrete itself provides the water barrier. Modern international standards mandate a separate, dedicated waterproofing layer (e.g., bituminous, synthetic membrane).
≠The Indian standard is a prescriptive 'code of practice' detailing the 'how-to' of laying and finishing. Most equivalent international standards are either material specifications (like EN 459-1) or performance-based guides, leaving the method to the designer.
≠IS 3036 specifies a unique final finishing process of 'beating' and 'polishing' with a lime mortar grout to create a dense, water-repellent skin. This technique is not found in modern international roofing standards.
≠The Indian standard relies on traditional, often locally sourced aggregates like brick 'jhama' ballast. International standards for concrete or screeds specify aggregates with rigorously defined properties (grading, strength, cleanliness) as per standards like EN 12620 or ASTM C33.
Key Similarities
≈Both IS 3036 and modern roofing codes universally require the substrate to be laid to a sufficient slope to ensure positive drainage of rainwater.
≈The principle of proper and extended curing is critical in both. IS 3036 mandates at least 10 days of wet curing, which aligns with the universal need for curing any cementitious or lime-based material to achieve desired durability and minimize cracking.
≈Emphasis is placed on the quality of constituent materials. While methods differ (field tests in IS vs. lab certification in EN/ASTM), both systems acknowledge that binder, aggregate, and water quality are fundamental to performance.
≈Substrate preparation is a key step in both. IS 3036 requires a clean base course, similar to how modern standards require a clean, dry, and stable deck or screed before applying subsequent layers.
Parameter Comparison
ParameterIS ValueInternationalSource
Primary Binder TypeClass B (semi-hydraulic) or Class C (fat lime) as per IS 712Natural Hydraulic Lime (NHL 2, NHL 3.5, NHL 5) or Calcium Lime (CL)EN 459-1:2015
Minimum Roof GradientLaid to required slope (typically 1 in 60 to 1 in 40 in practice)Minimum designed fall of 1:40 for flat roofs to achieve a finished fall of 1:80BS 6229:2018
Minimum Finished Thickness100 mm average; 75 mm at any pointNot comparable. Modern waterproofing is a thin membrane (1-5mm); screed thickness is designed separately.N/A (fundamentally different system)
Curing RequirementKept continuously wet for a minimum of 10 days after laying.No single value. For hydraulic lime, protection from rapid drying is critical for weeks; not prescriptive on water application.Guidance based on BS 7913:2013
Coarse Aggregate TypeOver-burnt brick ballast (20 mm nominal size) or broken stone.Not specified for this application. General concrete standards require well-graded stone/gravel meeting specific criteria (e.g., EN 12620).N/A
Final Surface FinishBeating and polishing with lime mortar grout.Not applicable. The finish is the waterproofing membrane itself or a protective overlay like gravel or paving.N/A (fundamentally different system)
⚠ Verify details from original standards before use

Key Values4

Quick Reference Values
minimum average thickness75 mm
absolute minimum thickness at any point50 mm
recommended roof fall slope1 in 60
minimum curing period14 days

Tables & Referenced Sections

Key Tables
No tables data
Key Clauses
Clause 4 - Preparation of Roof Surface
Clause 5 - Preparation of Lime Concrete
Clause 6 - Laying and Compaction
Clause 7 - Curing
Clause 8 - Finish

Related Resources on InfraLens

Cross-Referenced Codes
IS 712:1984Building Limes - Specification
→
IS 1344:1981Masonry Cement - Specification
→
IS 3068:1986broken brick (burnt clay) coarse aggregates f...
→
IS 3812:2013Pulverized Fuel Ash - Specification - Part 1:...
→

Frequently Asked Questions3

What is the minimum thickness for lime concrete roof waterproofing?+
The average thickness should not be less than 75 mm, and strictly not less than 50 mm at any single point.
What is the recommended slope for roof drainage?+
A fall of not less than 1 in 60 is recommended to ensure proper drainage.
How long should lime concrete be cured?+
It must be cured continuously by ponding water or keeping it wet using gunny bags for a minimum of 14 days.

QA/QC Inspection Templates

Code-Specific Templates for IS 3036
✅
Surface Preparation Checklist
checklist
Excel / PDF