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IS 8887 : 2018Cationic Bitumen Emulsion - Specification

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ASTM D2397/D2397M · EN 13808 · AASHTO M 208-16 (2020)
CurrentFrequently UsedSpecificationTransportation · Roads and Pavement
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OverviewValues7InternationalTablesFAQ4Related

IS 8887:2018 is the Indian Standard (BIS) for cationic bitumen emulsion - specification. This standard specifies the requirements, grades, and testing methods for cationic bitumen emulsions used in road construction and maintenance. It covers various types like Rapid Setting (RS), Medium Setting (MS), and Slow Setting (SS) emulsions, detailing their properties such as viscosity, binder content, and storage stability.

Specifies requirements for various grades of cationic bitumen emulsion used in different road construction and maintenance applications.

Overview

Status
Current
Usage level
Frequently Used
Domain
Transportation — Roads and Pavement
Type
Specification
International equivalents
ASTM D2397/D2397M-21 · ASTM International, USAEN 13808:2013 · CEN (European Committee for Standardization), EuropeAASHTO M 208-16 (2020) · AASHTO (American Association of State Highway and Transportation Officials), USA
Typically used with
IS 73IS 1203IS 1205IS 1208
Also on InfraLens for IS 8887
7Key values1Tables4FAQs
Practical Notes
! Cationic emulsions are generally preferred with siliceous (negatively charged) aggregates, which are common in India.
! The grade selection (RS, MS, SS) is critical and depends on the application: RS for surface dressing, MS for premixing, and SS for prime coat or soil stabilization.
! Always verify the 'Particle Charge' test result is 'Positive'; a 'Negative' result indicates an anionic emulsion (covered by IS 3117) and is a major non-conformance for this standard.
Frequently referenced clauses
Cl. 4GradesCl. 5RequirementsCl. 6TestsAnnex A - Method for Determination of ViscosityAnnex C - Coating Ability and Water Resistance Test
Pulled from IS 8887:2018. Browse the full clause & table index below in Tables & Referenced Sections.
bitumenemulsionpavementasphaltroad materials

International Equivalents

Similar International Standards
ASTM D2397/D2397M-21ASTM International, USA
HighCurrent
Standard Specification for Cationic Emulsified Asphalt
Specifies grades, properties, and test methods for cationic emulsified asphalts for road paving.
EN 13808:2013CEN (European Committee for Standardization), Europe
HighCurrent
Bitumen and bituminous binders - Framework for specifying cationic bituminous emulsions
Provides a framework of property classes to specify cationic bituminous emulsions for various applications.
AASHTO M 208-16 (2020)AASHTO (American Association of State Highway and Transportation Officials), USA
HighCurrent
Standard Specification for Cationic Emulsified Asphalt
Covers cationic emulsified asphalts for pavement construction and maintenance, closely aligned with ASTM D2397.
BS 434-1:2011BSI (British Standards Institution), UK
MediumWithdrawn
Bitumen and bituminous binders. Cationic bituminous emulsions. Requirements
Previously specified requirements for cationic emulsions in the UK before harmonization with European standards.
Key Differences
≠The grade classification in EN 13808 is a complex alphanumeric system based on binder content, hardness, and setting characteristics (e.g., C60B3), whereas IS 8887 uses a simpler nomenclature based on setting rate (RS, MS, SS).
≠IS 8887 specifies a maximum separation of 2% for the 24-hour storage stability test, while ASTM D2397 is stricter, requiring a maximum of 1% separation for comparable grades.
≠EN 13808 acts as a 'framework specification', providing classes for properties from which users select to create a specification. IS 8887, like ASTM D2397, provides pre-defined grades with fixed property limits.
≠The specified penetration range for the residual binder can differ significantly. For a rapid-setting emulsion (IS: RS-1), the penetration is 80-150 dmm, whereas for the equivalent ASTM grade (CRS-1), it is 100-250 dmm, indicating a softer base binder is permitted by ASTM.
Key Similarities
≈The fundamental principle across all standards is the specification of cationic (positively charged) emulsions, which is verified by a mandatory 'Particle Charge' test.
≈IS 8887 and ASTM D2397/AASHTO M 208 share a common classification system based on the rate of setting: Rapid-Setting (RS/CRS), Medium-Setting (MS/CMS), and Slow-Setting (SS/CSS).
≈Core quality tests such as Viscosity (typically Saybolt Furol), Sieve Test (for coarse particles), and Binder Content (Residue by distillation/evaporation) are common requirements in all standards.
≈All standards mandate testing the properties of the residual binder obtained from the emulsion, including parameters like Penetration, Ductility, and Solubility, to ensure the quality of the base bitumen.
Parameter Comparison
ParameterIS ValueInternationalSource
Storage Stability (24h), % max (for RS-1 / CRS-1)2.01.0ASTM D2397
Residue Penetration @ 25°C, dmm (for RS-1 / CRS-1)80-150100-250ASTM D2397
Viscosity, Saybolt Furol @ 50°C, s (for MS Grade / CMS-2)50-30050-450ASTM D2397
Viscosity, Saybolt Furol @ 50°C, s (for RS-1 / CRS-1)20-10020-100ASTM D2397
Sieve Test, % max (all grades)0.10.1ASTM D2397
Residue by Distillation, % min (for RS-1 / CRS-1)6060ASTM D2397
Elastic Recovery of Residue @ 15°C, % min (for PME)50Not explicitly defined in the same way; polymer grades like CRS-2P have different requirements.ASTM D2397
⚠ Verify details from original standards before use

Key Values7

Quick Reference Values
Viscosity of RS-1 at 25°C (Saybolt Furol)20-100 s
Minimum binder content for MS grade65 % by mass
Maximum storage stability loss for SS-1 (24h)2 %
Particle Charge Test ResultPositive
Minimum binder content for RS-1 grade60 % by mass
Viscosity of RS-2 at 50°C (Saybolt Furol)100-400 s
Ductility of residue at 27°C for RS-150 cm min

Tables & Referenced Sections

Key Tables
Table 1 - Requirements for Cationic Bitumen Emulsion
Key Clauses
Clause 4 - Grades
Clause 5 - Requirements
Clause 6 - Tests
Annex A - Method for Determination of Viscosity
Annex C - Coating Ability and Water Resistance Test

Related Resources on InfraLens

Cross-Referenced Codes
IS 73:2013Paving Bitumen - Specification
→
IS 1203:1978Methods for testing tar and bitumen: Determin...
→
IS 1205:1978Methods for testing tar and bitumen: Determin...
→
IS 1208:1978Methods for testing tar and bitumen: Determin...
→

Frequently Asked Questions4

What are the main grades of cationic bitumen emulsion?+
Rapid-Setting (RS-1, RS-2), Medium-Setting (MS), and Slow-Setting (SS-1, SS-2) (Clause 4).
What is the key difference between RS, MS, and SS emulsions?+
The setting or 'breaking' speed after application. RS breaks fastest, MS is moderate, and SS is the slowest, dictating their specific use cases (e.g., surface dressing vs. premixing).
What is the minimum binder (residue) content for MS grade emulsion?+
65% by mass, as per Table 1.
How is viscosity measured for these emulsions?+
Using a Saybolt Furol Viscometer at specified temperatures (25°C or 50°C), as per Table 1.

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