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IS 14798 : 2000Aggregates for Bituminous Paving Mixes - Specification

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EN 13043 · BS EN 13043 · AASHTO M 29-16 (2020) / M 43-05 (2018)
CurrentFrequently UsedSpecificationTransportation · Aggregates and Sand
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OverviewValues6InternationalTablesFAQ4Related

IS 14798:2000 is the Indian Standard (BIS) for aggregates for bituminous paving mixes - specification. This standard specifies the requirements for aggregates sourced from natural rock for use in various bituminous paving mixes for road and airfield construction. It outlines the necessary physical properties like strength, toughness, and durability, as well as the particle size distribution (grading) for different pavement layers.

Specifies requirements for aggregates used in the production of various types of bituminous paving mixes for roads and airfields.

Overview

Status
Current
Usage level
Frequently Used
Domain
Transportation — Aggregates and Sand
Type
Specification
International equivalents
EN 13043:2002 · CEN (European Committee for Standardization), EuropeBS EN 13043:2002 · BSI (British Standards Institution), United KingdomAASHTO M 29-16 (2020) / M 43-05 (2018) · AASHTO (American Association of State Highway and Transportation Officials), USAASTM D3515/D3515M-19 · ASTM International, USA
Typically used with
IS 2386IS 2430IS 383IS 460
Also on InfraLens for IS 14798
6Key values4Tables4FAQs
Practical Notes
! The requirements for aggregate properties in Table 1, such as LA Abrasion and Impact Value, vary significantly depending on the pavement layer (e.g., Surface Course vs. Binder Course). Always check the correct row for your application.
! This IS code is almost always used in conjunction with the Ministry of Road Transport and Highways (MoRTH) 'Specifications for Road and Bridge Works', which may impose stricter limits.
! The combined Flakiness and Elongation Index is a critical parameter for mix workability and pavement stability. It is often a point of rejection for aggregate supplies.
Frequently referenced clauses
Cl. 4General RequirementsCl. 5Physical RequirementsCl. 6Grading RequirementsCl. 7Sampling and Criteria for Conformity
Pulled from IS 14798:2000. Browse the full clause & table index below in Tables & Referenced Sections.
aggregatesstonebitumenpavement

International Equivalents

Similar International Standards
EN 13043:2002CEN (European Committee for Standardization), Europe
HighCurrent
Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas
Direct equivalent specifying properties and test methods for aggregates used in bituminous mixes.
BS EN 13043:2002BSI (British Standards Institution), United Kingdom
HighCurrent
Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas
The UK's national adoption of the European standard EN 13043, often used with national annexes.
AASHTO M 29-16 (2020) / M 43-05 (2018)AASHTO (American Association of State Highway and Transportation Officials), USA
MediumCurrent
Standard Specification for Fine Aggregate for Bituminous Paving Mixtures / Sizes of Aggregate for Road and Bridge Construction
AASHTO splits specifications; M 29 covers fine aggregate quality and M 43 covers coarse aggregate grading.
ASTM D3515/D3515M-19ASTM International, USA
MediumCurrent
Standard Specification for Hot-Mixed, Hot-Laid Bituminous Paving Mixtures
Specifies the final bituminous mixture, but contains the necessary requirements for the aggregate constituents.
Key Differences
≠IS 14798 specifies a limit for the 'Combined Flakiness and Elongation Index', whereas European standards like EN 13043 specify separate limits for 'Flakiness Index' (FI) and 'Shape Index' (SI), which are not directly comparable.
≠For properties like Polished Stone Value (PSV) and Los Angeles Abrasion, IS 14798 (often in conjunction with MoRTH specs) provides specific limit values, while EN 13043 uses a category-based system (e.g., LA₃₀, PSV₅₀) allowing designers to select the appropriate class for the application.
≠IS 14798 provides specific grading envelopes for different nominal mix types (e.g., Bituminous Concrete Grade 1). In contrast, modern standards like AASHTO M 323 (Superpave) use a 0.45 power gradation chart with control points and restricted zones, offering more flexibility in mix design.
≠The Indian standard specifies a maximum water absorption limit (typically 2%), whereas EN 13043 often requires the value to be declared by the producer (WA_declared) or provides categories, giving more flexibility based on local climate and binder choice.
Key Similarities
≈All standards require aggregates to be clean, hard, durable, and free from deleterious substances like clay lumps, soft particles, and organic matter.
≈The requirement for aggregate durability is common to all. IS 14798 uses the Sodium/Magnesium Sulphate Soundness test, which is conceptually similar to tests required by AASHTO T 104 and EN 1367-2.
≈All standards mandate that aggregates for wearing courses possess high resistance to polishing. IS 14798 specifies a minimum Polished Stone Value (PSV), a parameter also critical in EN 13043.
≈The fundamental principle of controlling particle size distribution (gradation) to achieve a dense and stable mix is central to IS 14798 and all its international counterparts, even though the specific grading bands may differ.
Parameter Comparison
ParameterIS ValueInternationalSource
Los Angeles Abrasion ValueMax 30% for surface course (as per MoRTH specifications which use IS aggregates)Categorized, e.g., LA₂₀, LA₂₅, LA₃₀ (meaning max 30%)EN 13043:2002
Polished Stone Value (PSV)Min 55 for wearing course (as per MoRTH)Categorized, e.g., PSV₅₀, PSV₅₆. The required category is specified by the client.EN 13043:2002
Combined Flakiness & ElongationMax 35% (for mixes like Bituminous Concrete)Specified separately. E.g. Flakiness Index (FI) category FI₃₅ and Shape Index (SI) category SI₂₀.EN 13043:2002
Water AbsorptionMax 2.0%Categorized, e.g., WA₂₄ 1 (≤1%), WA₂₄ 2 (≤2%), or simply declared by producer.EN 13043:2002
Soundness (Magnesium Sulphate, 5 cycles)Max 18% lossCategorized, e.g., MS₁₈, MS₂₅ (meaning max 18% or 25% loss).EN 13043:2002
Fines Content (<0.075 mm)Typically 2-8% in the final aggregate blend, depending on mix type.Categorized for coarse and fine aggregates, e.g., f₂, f₄ (meaning max 2% or 4%).EN 13043:2002
⚠ Verify details from original standards before use

Key Values6

Quick Reference Values
Max Los Angeles Abrasion Value for Surface Course30%
Max Aggregate Impact Value for Surface Course24%
Max Combined Flakiness and Elongation Index35%
Max Water Absorption2%
Minimum Polished Stone Value (PSV) for high traffic55
Max Soundness loss with Sodium Sulphate (5 cycles)12%

Tables & Referenced Sections

Key Tables
Table 1 - Physical Requirements for Coarse Aggregates for Bituminous Mixes
Table 2 - Grading Requirements for Coarse Aggregates for DBM/BM
Table 3 - Combined Flakiness and Elongation Index
Table 4 - Water Absorption Limit
Key Clauses
Clause 4 - General Requirements
Clause 5 - Physical Requirements
Clause 6 - Grading Requirements
Clause 7 - Sampling and Criteria for Conformity

Related Resources on InfraLens

Cross-Referenced Codes
IS 2386:1963Methods of Test for Aggregates for Concrete -...
→
IS 2430:1986Methods for Sampling of Aggregates for Concre...
→
IS 383:2016Coarse and Fine Aggregates for Concrete - Spe...
→
IS 460:2000Test Sieves: Part-I Wire Cloth Test Sieves
→

Frequently Asked Questions4

What is the maximum allowed Los Angeles Abrasion value for aggregates in a wearing course?+
30% for normal traffic conditions, as per Table 1.
What is the maximum limit for water absorption in aggregates for bituminous mixes?+
The maximum water absorption is 2% by weight, as per Table 4.
What is the requirement for Polished Stone Value (PSV)?+
For surface courses on high-traffic roads, a minimum PSV of 55 is required as per Clause 5.2 and Table 1.
What is the maximum combined flakiness and elongation index?+
The maximum limit is 35% for most applications, as specified in Table 3.

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