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IS 11993 : 1987Code of practice for the use of screed board concrete vibrators

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ACI 309R-05 (Reapproved 2013) · ACI 302.1R · BS EN 13670
CurrentSpecializedCode of PracticeStructural Engineering · Cement, Concrete, Aggregates and RCC
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OverviewValues5InternationalTablesFAQ3Related

IS 11993:1987 is the Indian Standard (BIS) for the use of screed board concrete vibrators. This code of practice provides guidance on the use of screed board concrete vibrators for compacting and finishing concrete surfaces like slabs and pavements. It covers the types of vibrators, operational procedures, effects on concrete properties, and essential maintenance practices.

Code of practice for the use of screed board concrete vibrators

Overview

Status
Current
Usage level
Specialized
Domain
Structural Engineering — Cement, Concrete, Aggregates and RCC
Type
Code of Practice
International equivalents
ACI 309R-05 (Reapproved 2013) · American Concrete Institute (ACI), USAACI 302.1R-15 · American Concrete Institute (ACI), USABS EN 13670:2009 · British Standards Institution (BSI) / European Committee for Standardization (CEN), UK/Europe
Typically used with
IS 456IS 1199IS 2505IS 3366
Also on InfraLens for IS 11993
5Key values3FAQs
Practical Notes
! Ensure the concrete has an appropriate slump; screed vibrators are most effective on stiffer mixes that cannot be manually compacted.
! Avoid over-vibration, which can cause segregation of aggregates and bring excessive laitance to the surface, weakening the top layer.
! The speed of travel is critical; moving too fast results in poor compaction, while moving too slow can lead to over-vibration and surface defects.
Frequently referenced clauses
Cl. 3Types of Screed Board VibratorsCl. 4OperationCl. 5Effect on ConcreteCl. 6Maintenance of Vibrators
Pulled from IS 11993:1987. Browse the full clause & table index below in Tables & Referenced Sections.
concretecementaggregates

International Equivalents

Similar International Standards
ACI 309R-05 (Reapproved 2013)American Concrete Institute (ACI), USA
HighCurrent
Guide for Consolidation of Concrete
Provides comprehensive guidance on all methods of concrete consolidation, including a specific section on surface vibration using screeds.
ACI 302.1R-15American Concrete Institute (ACI), USA
HighCurrent
Guide for Concrete Floor and Slab Construction
Focuses on the construction of slabs, the primary application for screed vibrators, covering placing, consolidation, and finishing.
BS EN 13670:2009British Standards Institution (BSI) / European Committee for Standardization (CEN), UK/Europe
MediumCurrent
Execution of concrete structures
A broad execution standard that includes general requirements for compaction of concrete, under which the use of screed vibrators falls.
Key Differences
≠IS 11993 is a highly specific code of practice dedicated solely to the use of screed board vibrators, whereas international equivalents like ACI 309R cover all forms of consolidation (internal, form, surface) and BS EN 13670 covers all aspects of concrete execution.
≠The Indian standard is more prescriptive, providing specific numerical ranges for parameters like forward speed (1-2 m/min). ACI guides tend to be more performance-oriented, explaining principles and advising that optimal values depend on concrete mix properties and site conditions.
≠IS 11993 explicitly states its effectiveness for slabs up to 20 cm. ACI 309R is more conservative, suggesting surface vibration alone is best for slabs up to 15 cm and should not be used for slabs over 20 cm without internal vibration.
Key Similarities
≈All standards agree on the fundamental purpose of screed vibrators: to simultaneously compact the upper layer of concrete and level the surface of slabs, pavements, and floors.
≈Both IS 11993 and ACI guides explicitly state that for thicker concrete sections (e.g., over 20 cm), surface vibration alone is insufficient and must be supplemented with internal (immersion) vibrators for proper consolidation.
≈The importance of maintaining a slow, uniform forward speed is a common principle in both the IS code and international guides to ensure thorough compaction and avoid creating surface defects or unevenness.
≈All relevant standards recognize the necessity of maintaining a surcharge of fresh concrete ahead of the screed board to provide enough material to fill voids as the aggregate settles during compaction.
Parameter Comparison
ParameterIS ValueInternationalSource
Effective Slab Thickness (without internal vibration)Up to 200 mmGenerally effective for 100 to 150 mm; not recommended for over 200 mm without supplemental internal vibration.ACI 309R-05
Vibrator FrequencyNot less than 3500 vibrations per minute (vpm)Typically in the range of 3000 to 6000 vpm (50 to 100 Hz).ACI 309R-05
Forward Speed of TravelGenerally between 1 to 2 m/min.Should be slow and uniform; a rate of 0.8 to 1.5 m/min is common, but depends on mix consistency.ACI 302.1R-15
Number of PassesOne pass is usually sufficient; a second may be required for very stiff concrete.One or two passes are typical. More than two should be avoided to prevent over-vibration and segregation.ACI 302.1R-15
Vibrator AmplitudeQualitatively described as 'low amplitude'.Qualitatively described as 'relatively low amplitude' as the effect is primarily at the surface.ACI 309R-05
Compaction PrincipleRecommends high frequency vibration.Specifies that surface vibrators operate at high frequency to consolidate mortar and embed coarse aggregate near the surface.ACI 309R-05
⚠ Verify details from original standards before use

Key Values5

Quick Reference Values
Effective depth of compactionup to 150 mm
Recommended speed of travel0.5 to 1.5 m/min
Typical reduction in entrained air0.5 to 1.5 percent
Frequency range of vibration (mechanical)3000 to 4000 vibrations/min
Suitability for concrete slumpRelatively stiff mixes

Tables & Referenced Sections

Key Tables
No tables data
Key Clauses
Clause 3 - Types of Screed Board Vibrators
Clause 4 - Operation
Clause 5 - Effect on Concrete
Clause 6 - Maintenance of Vibrators

Related Resources on InfraLens

Cross-Referenced Codes
IS 456:2000Plain and Reinforced Concrete - Code of Pract...
→
IS 1199:2018Fresh Concrete - Methods of Sampling and Test...
→
IS 2505:1992Concrete Vibrators, Immersion Type (Internal ...
→
IS 3366:1965Concrete Vibrators, Platform Type - Specifica...
→

Frequently Asked Questions3

What is the primary function of a screed board vibrator?+
To simultaneously level (screed) and compact the top layer of freshly placed concrete, making it suitable for large flat areas like floors and pavements.
What is the maximum depth of concrete a screed vibrator can compact?+
It is generally effective for compacting concrete up to a depth of 150 mm (Clause 5.1).
Should internal vibrators be used along with screed vibrators?+
Yes, for concrete thicknesses greater than the effective depth of the screed vibrator (150 mm), internal vibrators should be used first to compact the lower layers.

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