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IS 2506 : 1986Code of Practice for Plain Cement Concrete in Floors

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ACI 302.1R · TR34 (Fourth Edition) · ACI 360R
CurrentFrequently UsedCode of PracticeArchitectural · Flooring and Paving
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Link points to Internet Archive / others. Not hosted by InfraLens. Details
OverviewValues5InternationalTablesFAQ3Related

IS 2506:1986 is the Indian Standard (BIS) for plain cement concrete in floors. This code covers the materials, design, and laying practices for plain cement concrete (PCC) floors, traditionally known in India as Indian Patent Stone (IPS) flooring. It specifies requirements for base preparation, panel sizing, mix proportions, and curing to ensure durable and crack-free floor finishes.

Lays down guidelines for the design, materials, and laying of plain cement concrete floors.

Overview

Status
Current
Usage level
Frequently Used
Domain
Architectural — Flooring and Paving
Type
Code of Practice
Earlier editions
IS 2506:1985
International equivalents
ACI 302.1R-15 · ACI (US)TR34 (Fourth Edition) · The Concrete Society (UK)ACI 360R-10 · ACI (US)
Typically used with
IS 456IS 383IS 269IS 8112
Also on InfraLens for IS 2506
5Key values3FAQs
Practical Notes
! Always lay the concrete topping in alternate panels to minimize shrinkage cracks.
! Glass, aluminum, or PVC strips are commonly embedded at panel joints to provide a neat finish, act as screed guides, and accommodate minor movements.
! Strict adherence to a 14-day curing period is essential to prevent surface dusting and ensure long-term wear resistance.
Frequently referenced clauses
Cl. 4MaterialsCl. 5Preparation of BaseCl. 6Thickness of Concrete ToppingCl. 7Laying (Panels and Joints)Cl. 8Curing
Pulled from IS 2506:1986. Browse the full clause & table index below in Tables & Referenced Sections.
plain cement concretecementaggregatesIPS

International Equivalents

Similar International Standards
ACI 302.1R-15ACI (US)
HighCurrent
Guide to Concrete Floor and Slab Construction
Covers materials, construction, and finishing of concrete floors, including plain concrete.
TR34 (Fourth Edition)The Concrete Society (UK)
MediumCurrent
Concrete Industrial Ground Floors - A guide to their design and construction
Highly detailed guide for high-performance industrial floors; more advanced but shares core principles.
BS 8204-1:2003+A1:2009BSI (UK)
HighWithdrawn
Screeds, bases and in-situ floorings. Concrete bases and cementitious levelling screeds to receive floorings. Code of practice
A direct UK equivalent 'Code of Practice' for concrete floor bases before withdrawal.
ACI 360R-10ACI (US)
MediumCurrent
Guide to Design of Slabs-on-Ground
Focuses on the design aspects (thickness, joints, subgrade) rather than construction practice.
Key Differences
≠IS 2506 specifies lower minimum concrete grades (e.g., M10, M15) which are no longer common internationally for floors. Modern standards like ACI 302.1R typically recommend concrete with compressive strengths of at least 21 MPa (C25/30 equivalent).
≠International standards like ACI 302.1R and TR34 use sophisticated quantitative systems for specifying and measuring surface flatness and levelness (F-Numbers and TR34 Free-Movement 'FM' classes), whereas IS 2506 uses a simpler qualitative check with a 3m straightedge.
≠While IS 2506 focuses on traditional water curing methods (ponding, wet burlap), modern guides strongly advocate for the use of liquid membrane-forming curing compounds for better moisture retention, efficiency, and project scheduling.
≠Guidance on load transfer at joints is more rudimentary in IS 2506. Modern guides like TR34 provide detailed engineering for load transfer systems using dowel bars or plates, which are critical for industrial and commercial floors.
Key Similarities
≈The fundamental construction sequence — sub-base preparation, placing concrete in bays, compaction, finishing, curing, and jointing — is conceptually identical across all standards.
≈All standards recognize the critical need for a well-compacted, stable, and uniformly supportive sub-base to ensure the long-term performance and to prevent cracking of the floor slab.
≈The principle of providing joints (construction, contraction/control, and isolation/expansion) to accommodate concrete movement and control random cracking is a core requirement in both IS 2506 and its international counterparts.
≈Both IS 2506 and guides like ACI 302.1R share the common rule that the maximum size of coarse aggregate should not exceed one-third of the slab's thickness to ensure proper placement and consolidation.
Parameter Comparison
ParameterIS ValueInternationalSource
Minimum Concrete Grade (Residential Floor)M15 (15 MPa cube strength)2500 psi (~17 MPa cylinder strength, approx. M20-M25 cube equiv.)ACI 302.1R-15
Typical Slump (for vibrated concrete)Up to 75 mm100 mm to 125 mm (often achieved with admixtures)ACI 302.1R-15
Minimum Curing Period (Water Curing)Minimum 7 daysMinimum 7 daysACI 302.1R-15
Surface Levelness Tolerance (Straightedge)Max 7 mm deviation under a 3 m straightedge (for a standard floor)Max 6 mm (1/4 in) deviation under a 3 m (10 ft) straightedge (for a comparable class)ACI 117-10 (referenced by ACI 302.1R)
Contraction Joint Spacing (Rule of Thumb)Panels not to exceed 4m in any direction2 to 3 times the slab thickness in inches, expressed in feet (e.g., 100mm slab ~ 2.4m to 3.6m spacing)ACI 302.1R-15
Contraction Joint Cutting MethodCan be formed with timber battens or cut after hardening.Strong preference for early-entry or conventional wet saw-cutting to a depth of 1/4 to 1/3 of the slab thickness.ACI 302.1R-15
⚠ Verify details from original standards before use

Key Values5

Quick Reference Values
typical thickness of topping25 mm to 50 mm
maximum panel area2 sq.m to 3 sq.m
maximum length of panel side2 m
minimum thickness of base concrete on earth75 mm
minimum curing period14 days

Tables & Referenced Sections

Key Tables
No tables data
Key Clauses
Clause 4 - Materials
Clause 5 - Preparation of Base
Clause 6 - Thickness of Concrete Topping
Clause 7 - Laying (Panels and Joints)
Clause 8 - Curing

Related Resources on InfraLens

Cross-Referenced Codes
IS 456:2000Plain and Reinforced Concrete - Code of Pract...
→
IS 383:2016Coarse and Fine Aggregates for Concrete - Spe...
→
IS 269:2015Ordinary Portland Cement - Specification
→
IS 8112:1989Ordinary Portland Cement, 43 Grade - Specific...
→

Frequently Asked Questions3

What is the standard thickness of a PCC/IPS floor topping?+
It typically ranges from 25 mm for light indoor traffic to 50 mm for heavy traffic or industrial areas.
What should be the maximum size of a floor panel?+
To prevent shrinkage cracks, panels should generally not exceed 2 to 3 square meters, with no single side longer than 2 meters.
How long should PCC flooring be cured?+
The flooring should be kept continuously damp for at least 14 days after laying.

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