IS 1838 Part 2 (1984) specifies the requirements for preformed fillers made from cashewnut shell liquid (CNSL) aldehyde resin and coconut pith used in expansion joints of concrete pavements, runways, bridges, and other concrete structures. This standard covers the material composition, manufacturing process, physical properties, testing methods, and packaging for non-extruding, resilient joint fillers to ensure durability and performance under compression and weathering conditions.
Overview
IS 1838 Part 2 (1984) specifies the requirements for preformed fillers made from cashewnut shell liquid (CNSL) aldehyde resin and coconut pith used in expansion joints of concrete pavements, runways, bridges, and other concrete structures. This standard covers the material composition, manufacturing process, physical properties, testing methods, and packaging for non-extruding, resilient joint fillers to ensure durability and performance under compression and weathering conditions.
Audience
Contents
Structure
IS 1838 (Part 2) - Scope & Key Specifications Summary
Scope:
Covers hot applied sealing compounds for joints in concrete, including dimensional and performance criteria for fillers used in expansion joints in paving and structural construction.
Key Specifications:
Compression (Clause 4.3):
Load to compress specimen to 50% thickness:
[
0.7 \text{ to } 5.3 , \text{N/mm}^2
]
Mass loss after compression ≤ 5%.
Dimensions (Clause 5.1):
Fillers must conform to dimensions specified in the contract/order.
Rounding Off (Clause 0.5):
Final test values rounded as per IS 2:1960, maintaining the same significant figures as the specified values.
| Property | Value Range | Reference |
|---|---|---|
| Compression Load | 0.7 to 5.3 N/mm² | IS 1838 (Part 2), 4.3 |
| Mass Loss After Test | ≤ 5% | IS 1838 (Part 2), 4.3 |
flowchart LR
A[Joint in Concrete] --> B[Hot Applied Sealing Compound]
B --> C[Compression Test]
C --> D[Load: 0.7 - 5.3 N/mm²]
C --> E[Mass Loss ≤ 5%]
B --> F[Dimension as per Contract]
This ensures sealing compounds meet mechanical and dimensional standards for durability and performance in concrete joints.
IS 1838 (Part 2) - 1984: Key Material Specifications & Formulas
| Parameter | Value |
|---|---|
| Compression Load | 0.7 to 5.3 N/mm² |
| Compression Thickness | 50% of original |
| Max Mass Loss | 5% after compression |
flowchart LR
A[Specimen Preparation] --> B[Compression Test]
B --> C{Load Applied}
C -->|0.7 to 5.3 N/mm²| D[Thickness reduced to 50%]
D --> E[Check Mass Loss]
E -->|≤5%| F[Pass]
E -->|>5%| G[Fail]
Use IS 10566-1983 for detailed specimen preparation and test procedures. This ensures compliance with IS 1838 (Part 2) standards.
IS 1838 Part 2 - Manufacture: Key Specifications
Compression Test (Clause 4.3):
Rounding Off (General Clause):
| Parameter | Value |
|---|---|
| Compression Load Range | 0.7 to 5.3 N/mm² |
| Compression Thickness Reduction | 50% of original thickness |
| Maximum Mass Loss after Test | 5% |
flowchart TD
A[Specimen Preparation] --> B[Compression Test]
B --> C{Load Applied}
C -->|0.7 to 5.3 N/mm²| D[Thickness reduced to 50%]
D --> E[Measure Mass Loss]
E --> F{Mass Loss ≤ 5%?}
F -->|Yes| G[Pass]
F -->|No| H[Fail]
This ensures quality control during manufacture of sealing compounds and related materials per IS 1838 Part 2.
IS 1838 Part 2 (1984) – Key Properties & Specifications Summary
| Property | Value/Range | Notes |
|---|---|---|
| Compression Load | 0.7 to 5.3 N/mm² | Applied to 50% thickness reduction |
| Maximum Mass Loss | ≤ 5% | After compression test |
flowchart LR
A[Specimen Preparation] --> B[Apply Compression Load (0.7-5.3 N/mm²)]
B --> C[Reduce Thickness to 50%]
C --> D[Measure Mass Loss]
D --> E{Mass Loss ≤ 5%?}
E -- Yes --> F[Pass]
E -- No --> G[Fail]
This ensures the filler material's resilience and durability under compression in concrete joints.
IS 1838 Part 2 — Dimensions and Tolerances Summary
| Parameter | Tolerance |
|---|---|
| Thickness | +2.5 mm |
| Depth | +5 mm |
| Length | ±7.5 mm |
flowchart LR
A[Contract/Order] --> B[Specify Dimensions]
B --> C[Manufacture Fillers]
C --> D[Apply Tolerances]
D --> E[Thickness +2.5 mm]
D --> F[Depth +5 mm]
D --> G[Length ±7.5 mm]
E & F & G --> H[Final Product]
This concise guide helps maintain dimensional accuracy and quality control as per IS 1838 Part 2.
IS 1838 Part 2: Marking and Packaging Key Points
Clause 6.1: Marking Requirements
Clause 6.2: BIS Certification Marking
| Marking Element | Description |
|---|---|
| Manufacturer's Name | Full name or trademark |
| Size | Nominal size (e.g., diameter) |
| BIS Standard Mark (optional) | Indicates IS compliance |
If you need packaging specifications or sealing compound details, please specify the exact clause or part.
IS 1838 Part 2 - Sampling and Testing Key Points
Number of Samples (Clause 7.1):
Sample Size (Clause 7.2):
| Parameter | Specification |
|---|---|
| Sample Area per Sample | 100 m² |
| Test Piece Size | 100 mm × 100 mm |
| Number of Test Pieces | 5 |
| Compression Load Range | 0.7 to 5.3 N/mm² |
| Compression Thickness Reduction | 50% of original thickness |
| Max Mass Loss After Compression | 5% |
| Rounding Off Standard | IS 2-1960 |
flowchart TD
A[Sampling] --> B[Select 1 sample per 100 m²]
B --> C[Sample size: Enough for 5 pieces 100x100 mm]
C --> D[Compression Test]
D --> E[Compress to 50% thickness]
E --> F[Load between 0.7 - 5.3 N/mm²]
F --> G[Mass loss ≤ 5%]
G --> H[Round off results as per IS 2-1960]
This ensures consistent, reliable testing and compliance with IS 1838 Part 2.
IS 1838 Part 2 – Certification and Standard Mark (Clause 6.2 & 6.2.1)
Standard Mark Usage:
The Standard Mark is a certification mark granted by BIS under the Bureau of Indian Standards Act, 1986. It signifies compliance with the relevant Indian Standard.
Licensing Conditions:
Manufacturers or producers must obtain a license from BIS to use the Standard Mark. This license is granted based on compliance with the product specifications and quality control requirements.
Key Points:
No explicit formulas or tables are provided in Clause 6.2 or 6.2.1 for certification marking.
For practical purposes, always consult the latest BIS licensing handbook or contact BIS for detailed application and compliance requirements.
IS 1838 Part 2 - Application and Usage Guidelines: Key Points
Compression Test (Clause 4.3):
Rounding Off Numerical Values:
Material Specifications:
| Parameter | Value |
|---|---|
| Compression Load | 0.7 to 5.3 N/mm² |
| Compression Thickness Reduction | 50% |
| Maximum Mass Loss After Test | ≤ 5% |
flowchart LR
A[Sealing Compound Sample] --> B[Compression Test]
B --> C{Load Applied}
C -->|0.7-5.3 N/mm²| D[Thickness reduced to 50%]
D --> E[Check Mass Loss]
E -->|≤ 5% mass loss| F[Pass]
E -->|> 5% mass loss| G[Fail]
Note: Always verify material compliance with IS 1838 Part 2 and related IS codes for specific applications.
IS 1838 Part 2 - Key References & Specifications Summary
Compression Test (Clause 4.3):
Rounding Rules (IS:2-1960):
Related Specifications Referenced:
| Observed Value | Specified Value | Rounded Value |
|---|---|---|
| 0.6789 | 0.68 | 0.68 |
| 123.456 | 120 | 120 |
flowchart LR
A[Test Specimen] --> B[Compression Load Applied]
B --> C{Load = 0.7 to 5.3 N/mm²?}
C -- Yes --> D[Specimen compressed to 50% thickness]
D --> E[Mass loss ≤ 5%?]
E -- Yes --> F[Pass]
E -- No --> G[Fail]
C -- No --> G
This ensures sealing compounds meet mechanical and durability criteria per IS 1838 Part 2.
Frequently Asked
Materials used in CNSL Aldehyde Resin and Coconut Pith Fillers (IS 1838 Part 2):
This combination yields a strong, flexible composite panel.
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Manufacturing and Curing of Filler (IS 1838 Part 2)
This process ensures a non-extruding, resilient filler suitable for expansion joints in concrete pavements and structures.
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According to IS 1838 Part 2 (1984), the key physical properties of expansion joint fillers are:
Recovery (Clause 4.2):
The specimen must recover at least 70% of its original thickness after compression, tested per IS 10566-1983.
Compression (Clause 4.3):
The load to compress the specimen to 50% of its original thickness should be between 0.7 to 5.3 N/mm².
After compression, the specimen must not lose more than 5% of its original mass.
Extrusion (Clause 4.4):
When compressed to 50% thickness with three edges restrained, the extrusion of the specimen edge shall not exceed 6.5 mm.
Handling (Clause 4.1):
The filler must resist deformation or breakage under twisting, bending, or atmospheric exposure.
| Property | Requirement | Test Reference |
|---|---|---|
| Recovery | ≥ 70% thickness recovery | IS 10566-1983 |
| Compression | 0.7 to 5.3 N/mm² at 50% thickness | IS 10566-1983 |
| Mass Loss | ≤ 5% after compression | IS 10566-1983 |
| Extrusion | ≤ 6.5 mm edge extrusion | IS 10566-1983 |
| Durability | No deformation/breakage on handling | IS 1838 Part 2 (1984) |
This ensures joint fillers maintain elasticity, load resistance, and durability in structural applications.
According to IS 1838 Part 2 for preformed fillers (non-extruding and resilient type) used in expansion joints:
These tolerances ensure proper fit and performance of fillers in expansion joints, accommodating minor manufacturing variations without compromising joint functionality.
To ensure compliance of preformed fillers for expansion joints as per IS 1838 Part 2, the following testing approach is recommended:
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Summary: Test fillers for dimensional accuracy, resilience, non-extrusion, water absorption, and durability per IS 1838 Part 2 and relevant ASTM standards to ensure compliance.
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