IS 2686:1977 specifies the requirements and testing methods for cinder used as fine aggregates in lime concrete. It defines grading, classification, and limits on chemical properties such as sulphate content to ensure suitability for construction applications. This standard is essential for engineers and builders involved in lime concrete production who seek reliable aggregate materials that meet quality and durability criteria.
Overview
IS 2686:1977 specifies the requirements and testing methods for cinder used as fine aggregates in lime concrete. It defines grading, classification, and limits on chemical properties such as sulphate content to ensure suitability for construction applications. This standard is essential for engineers and builders involved in lime concrete production who seek reliable aggregate materials that meet quality and durability criteria.
Audience
Contents
Structure
Scope (Clause 2.0):
Defines the applicability of the standard for testing and specifying the properties of certain materials (e.g., aggregates for concrete).
Sample Preparation:
Sampling Details:
| Step | Description |
|---|---|
| Sampling | As per Appendix C |
| Grinding | Pass through 150-micron IS sieve |
| Drying | Steam bath drying if required |
| Grinding Caution | Avoid excessive fineness during machine grinding |
For detailed test methods and formulas, refer to Appendix A (sulphate content) and Appendix C (sampling).
flowchart TD
A[Sample Collection] --> B[Grinding to pass 150-micron sieve]
B --> C{Is drying needed?}
C -- Yes --> D[Dry over steam bath]
C -- No --> E[Proceed to testing]
D --> E
Note: IS 2686 focuses on material sampling and testing to ensure quality compliance in construction materials.
IS 2686 - Definitions & Sampling Key Points
Clause 2.0: Defines terms used in the standard for clarity and uniformity.
Clause 2.4 (Sampling):
| Step | Specification |
|---|---|
| Sieve size | 150 microns (IS Sieve) |
| Drying method | Steam bath |
| Grinding | Mechanical grinding allowed with care to avoid over-fineness |
| Purpose | Obtain uniform sample for testing |
flowchart TD
A[Collected Sample] --> B[Dry if needed over Steam Bath]
B --> C[Grind sample carefully]
C --> D[Pass through 150-micron IS Sieve]
D --> E[Final Sample for Testing]
This ensures representative and consistent test results as per IS 2686.
Classification of Cinder Aggregates (IS 2686: 1977)
| IS Sieve Designation | Percentage Passing (%) |
|---|---|
| 10 mm | 100 |
| 4.75 mm | 80 |
| 2.36 mm | 60 |
| 1.18 mm | 40 |
| 600 micron | 30 |
| 300 micron | 25 |
| 150 micron | 16 |
This classification ensures suitability of cinder aggregates for various construction uses based on exposure and structural requirements.
IS 2686 Sampling Key Points & Specifications
| Consignment Weight | Initial Sample Size |
|---|---|
| 5 to 10 tonnes | 15 to 20 kg |
| 50 tonnes or more | 45 to 90 kg |
| Intermediate | Proportionate size |
flowchart TD
A[Consignment] --> B[Initial Sample]
B --> C[Grinding to pass 150-micron sieve]
C --> D[Drying (steam bath if needed)]
D --> E[Final Sample for Testing]
Note: Sampling must ensure representative material to detect deleterious constituents mainly found in fines.
IS 2686 - Grading of Cinder Aggregate (Clause 5.1)
The average grading for cinder aggregate is specified as:
| IS Sieve Designation | Percentage Passing (%) |
|---|---|
| 10 mm | 100 |
| 4.75 mm | 80 |
| 2.36 mm | 60 |
| 1.18 mm | 40 |
| 600 micron | 30 |
| 300 micron | 25 |
| 150 micron | 16 |
graph LR
A[10 mm] -->|100% passing| B[4.75 mm]
B -->|80% passing| C[2.36 mm]
C -->|60% passing| D[1.18 mm]
D -->|40% passing| E[600 micron]
E -->|30% passing| F[300 micron]
F -->|25% passing| G[150 micron]
G -->|16% passing| H[Fine particles]
This grading ensures a well-graded aggregate suitable for structural concrete with cinder as aggregate.
IS 2686: Characteristics of Cinder Aggregate
| IS Sieve Designation | Percentage Passing (%) |
|---|---|
| 10 mm | 100 |
| 4.75 mm | 80 |
| 2.36 mm | 60 |
| 1.18 mm | 40 |
| 600 micron | 30 |
| 300 micron | 25 |
| 150 micron | 16 |
This ensures uniformity and quality control for cinder aggregate in construction per IS 2686.
IS 2686 — Testing Methods: Key Points
| Step | Condition/Parameter | Notes |
|---|---|---|
| Grinding | Pass 150-micron sieve | Avoid excessive fineness |
| Drying | Steam bath | If required |
| Ignition for sulphate | 800°C for 15 min | Use silica capsule & plate |
| Drying precipitate | 105 ± 5°C till constant mass | After filtration |
| Conformity testing | Repeat if fail | 2 more samples tested |
flowchart TD
A[Sample Collection] --> B[Grinding (150-micron sieve)]
B --> C[Drying (Steam bath if needed)]
C --> D[Testing]
D --> E{Pass?}
E -- Yes --> F[Consignment Accepted]
E -- No --> G[Repeat Test on 2 Samples]
G --> H{Both Pass?}
H -- Yes --> F
H -- No --> I[Consignment Rejected]
This ensures reliable testing per IS 2686 for material conformity.
IS 2686: Quality Control - Key Points
| Step | Description |
|---|---|
| Sample Grinding | Pass 150-micron sieve, no over-grinding |
| Drying | Steam bath drying if needed |
| Chloride Removal | Wash with distilled water |
| Filtration & Ignition | Ignite at 800°C for 15 min in silica capsule |
| Testing | Conduct tests (6.1 & 6.2), repeat if fail |
| Conformity Decision | Pass if 2/3 samples pass, else reject |
flowchart TD
A[Collect Sample] --> B[Grind to pass 150-micron sieve]
B --> C{Dry if needed?}
C -->|Yes| D[Steam Bath Drying]
C -->|No| E[Wash with Distilled Water]
D --> E
E --> F[Filter Sample]
F --> G[Ignite at 800°C for 15 min]
G --> H[Cool & Weigh]
H --> I[Test as per 6.1 & 6.2]
I --> J{Pass?}
J -->|No| K[Repeat test on 2 more portions]
K --> L{Both pass?}
L -->|Yes| M[Accept Consignment]
L -->|No| N[Reject Consignment]
J -->|Yes| M
IS 2686: Method for Determination of Sulphate Content (Appendix A, Clause 6.1)
[ \text{Sulphate content} (%) = \frac{\text{Mass of residue (SO}_3\text{)}}{\text{Mass of sample}} \times 100 ]
| Step | Condition | Purpose |
|---|---|---|
| Washing | Distilled water | Remove chlorides |
| Filtration | Methods (a), (b), or (c) | Separate residue |
| Ignition | 800°C for 15 min | Convert sulphates to SO₃ |
| Drying (method c) | 105 ± 5°C to constant mass | Remove moisture |
| Weighing | After cooling in desiccator | Determine residue mass |
flowchart TD
A[Sample Preparation] --> B[Wash with distilled water]
B --> C[Filtration (a/b/c)]
C --> D{Method used?}
D -->|a or b| E[Fold wet filter paper + residue into silica capsule]
D -->|c| F[Dry crucible + precipitate at 105 ±5°C]
E --> G[Ignite at 800°C for 15 min on silica plate]
F --> G
G --> H[
IS 2686 - Loss on Ignition (LOI) Determination
[ \text{Loss on Ignition (%)} = \frac{\text{Loss in Mass}}{\text{Mass of Dry Sample}} \times 100 ]
| Class | Maximum Loss on Ignition (%) |
|---|---|
| A | 10 |
| B | 20 |
| C | 25 |
flowchart TD
A[Weigh ~1g Sample] --> B[Place in Silica Dish]
B --> C[Ignite at 775 ± 25°C for 2 hrs]
C --> D[Cover with lid for 10 mins]
D --> E[Cool in Desiccator]
E --> F[Reweigh Sample]
F --> G[Calculate % LOI]
IS 2686 Sampling Details Summary
| Consignment Weight | Initial Sample Size |
|---|---|
| 5 to 10 tonnes | 15 to 20 kg |
| 50 tonnes or more | 45 to 90 kg |
| Intermediate | Proportionate size |
flowchart TD
A[Consignment] --> B[Initial Sample (15-90 kg)]
B --> C[Divide & Mix to represent coarse/fine proportions]
C --> D[Final Sample]
D --> E[Dry if needed over steam bath]
E --> F[Grind to pass 150-micron IS Sieve]
F --> G[Testing]
For complete procedure, refer to Appendix C of IS 2686.
Frequently Asked
Grading Requirements for Cinder Aggregates as per IS 2686 (Clause 5.1):
| IS Sieve Designation | Percentage Passing (%) |
|---|---|
| 10 mm | 100 |
| 4.75 mm | 80 |
| 2.36 mm | 60 |
| 1.18 mm | 40 |
| 600 micron | 30 |
| 300 micron | 25 |
| 150 micron | 16 |
This grading ensures the aggregate is suitable as fine aggregate in lime concrete, maintaining workability and strength.
Sulphate Content Testing and Limit in Cinder Aggregates (IS 2686:1977)
Test Method: Sulphate content is determined as per the procedure in Appendix A of IS 2686. This typically involves chemical analysis where sulphates are extracted and quantified, often using gravimetric or titrimetric methods to find the equivalent sulphur trioxide (SO₃) content.
Permissible Limit: The sulphate content shall not exceed 1% by weight, expressed as SO₃.
| Parameter | Limit | Reference Clause |
|---|---|---|
| Sulphate Content (as SO₃) | ≤ 1% (by weight) | Clause 6.1 |
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This ensures durability and compliance with IS 2686 standards.
According to IS 2686, cinder aggregates are classified into three classes based on their intended use:
| IS Sieve Size | % Passing |
|---|---|
| 10 mm | 100 |
| 4.75 mm | 80 |
| 2.36 mm | 60 |
| 1.18 mm | 40 |
| 600 micron | 30 |
| 300 micron | 25 |
| 150 micron | 16 |
This grading ensures proper particle size distribution for workability and strength.
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Sampling Procedure for Representative Cinder Samples (IS 2686):
Initial Sampling (Clause 2.2):
Handling Large Lumps (Clause 2.3):
Crushing and Reduction:
| Step | Action | Sample Size | Sieve Size |
|---|---|---|---|
| Initial sampling | Scoop at 60 cm intervals | Combined initial heap | - |
| Quartering | Alternate quarters | 10–15 kg | - |
| Crushing & quartering | Pass through sieve | ~2 kg | 6.3 mm IS Sieve |
| Grinding & quartering | Pass through sieve | 25–45 g (final) | 850 micron IS Sieve |
This ensures a representative, homogenous sample for reliable testing of cinder aggregates.
According to IS 2686 (First Revision, 1977), soundness tests are not required for cinder aggregates.
Key points from the standard:
| Test | Requirement in IS 2686 (1977) |
|---|---|
| Soundness Test | Not required |
| Grading Requirements | Provided as average guidelines |
This aligns with the practical variability in cinder aggregate production and usage in lime concrete.
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