IS 3085 (1965) specifies the standardized method for testing the permeability of cement mortar and concrete specimens by measuring water flow through them under controlled hydrostatic pressure. This test is essential for assessing the durability and quality of concrete and mortar, applicable to both laboratory-cast samples and cores extracted from existing structures. It is primarily used by civil engineers and materials specialists to evaluate water penetration resistance, which impacts structural longevity and performance.
Overview
IS 3085 (1965) specifies the standardized method for testing the permeability of cement mortar and concrete specimens by measuring water flow through them under controlled hydrostatic pressure. This test is essential for assessing the durability and quality of concrete and mortar, applicable to both laboratory-cast samples and cores extracted from existing structures. It is primarily used by civil engineers and materials specialists to evaluate water penetration resistance, which impacts structural longevity and performance.
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Structure
IS 3085 Scope & Key Specifications Summary
Scope: IS 3085 covers methods for determining the permeability of concrete using a permeability cell and test setup.
Permeability Cell Dimensions (Fig. 1):
| Specimen Diameter (mm) | A (mm) | B (mm) | O (mm) |
|---|---|---|---|
| 100 | 115 | 80 | 110 |
| 150 | 170 | 120 | 160 |
| 300 | 330 | 260 | 320 |
Test Setup (Fig. 2) includes:
Pressure Lines: Use heavy-duty armored rubber hose or suitable metal tubing; all joints must be leakproof.
Test Report Must Include (Clause 9.1):
Rounding Off Values: Follow IS 2-1960 for rounding test results, maintaining significant digits as per specified values.
flowchart LR
A[Water Reservoir] --> B[Pressure Regulator & Gauge]
B --> C[Permeability Cell]
C --> D[Collection Bottle]
B -.-> E[Air Bleeder Valve]
This standard ensures reliable permeability testing by specifying apparatus, procedure, and reporting requirements.
The permeability test measures the coefficient of permeability (k) of concrete or similar materials by passing de-aired water through a specimen under a specified pressure and temperature.
De-aired Water Supply (Clause 4.2):
Test Specimen Details (Clause 9.1): Report must include:
Permeability Cell Dimensions:
| Specimen Dia (mm) | A (mm) | B (mm) | O (mm) |
|---|---|---|---|
| 100 | 115 | 80 | 110 |
| 150 | 170 | 120 | 160 |
| 300 | 330 | 260 | 320 |
[ k = \frac{Q \times L}{A \times t \times h} ]
Where:
| Parameter | Description |
|---|---|
| (k) | Coefficient of permeability (m/s) |
| (Q) | Volume of water passed (m³) |
| (L) | Length of specimen (m) |
| (A) | Cross-sectional area (m²) |
| (t) | Time duration (s) |
| (h) | Hydraulic head (m) |
flowchart LR
WR[Water Reservoir] --> PG[Pressure Regulator & Gauge]
PG --> PC[Permeability Cell]
PC --> CB[Collection Bottle]
PC --- ABV[Air Bleeder Valve]
PG --- GG[Graduated Gauge Glass]
IS 3085 - Apparatus for Permeability Test: Key Points
| Specimen Dia (mm) | A | B | O |
|---|---|---|---|
| 100 | 115 | 80 | 110 |
| 150 | 170 | 120 | 160 |
| 300 | 330 | 260 | 320 |
flowchart TD
A[Compressed Air Source] -->|Regulated Pressure| B[Pressure Regulator & Gauge]
B --> C[Permeability Cell Assembly]
C --> D[Water Reservoir]
C --> E[Collection Bottle]
C --> F[Air Bleeder Valve]
This setup ensures accurate permeability testing per IS 3085.
IS 3085: Test Setup & Equipment Requirements for Permeability Tests
| Specimen Dia (mm) | A | B | O |
|---|---|---|---|
| 100 | 115 | 80 | 110 |
| 150 | 170 | 120 | 160 |
| 300 | 330 | 260 | 320 |
Include:
flowchart LR
WR[Water Reservoir] --> PG[Pressure Regulator & Gauge]
PG --> PC[Permeability Cell]
PC --> CB[Collection Bottle]
PC --> ABV[Air Bleeder Valve]
PG --> GG[Graduated Gauge Glass]
Note: Round off test results per IS 2-1960 guidelines (significant figures matching specified values).
IS 3085: Test Specimens - Key Specifications & Tables
Include in test report:
| Specimen Diameter (mm) | Cell Dimension A (mm) | B (mm) | O (mm) |
|---|---|---|---|
| 100 | 115 | 80 | 110 |
| 150 | 170 | 120 | 160 |
| 300 | 330 | 260 | 320 |
flowchart LR
WR[Water Reservoir] --> PG[Pressure Regulator & Gauge]
PG --> PC[Permeability Cell]
PC --> CB[Collection Bottle]
PC -.-> ABV[Air Bleeder Valve]
PC -.-> GG[Graduated Gauge Glass]
This ensures standardized specimen preparation and reliable permeability testing per IS 3085.
IS 3085 - Test Pressure for Permeability Test
| Specimen Dia (mm) | A (mm) | B (mm) | O (mm) |
|---|---|---|---|
| 100 | 115 | 80 | 110 |
| 150 | 170 | 120 | 160 |
| 300 | 330 | 260 | 320 |
flowchart TD
A[Water Reservoir] -->|Pressure 5-15 kg/cm²| B[Permeability Cell]
B --> C[Collection Bottle (weighed)]
B --> D[Gauge Glass (readings)]
D --> E{Steady State?}
E -->|No| B
E -->|Yes| F[Continue 100 hrs, average outflow]
This ensures accurate permeability measurement under controlled pressure conditions per IS 3085.
IS 3085: Test Procedure Key Points
| Specimen Dia (mm) | Cell Dimension A (mm) | B (mm) | O (mm) |
|---|---|---|---|
| 100 | 115 | 80 | 110 |
| 150 | 170 | 120 | 160 |
| 300 | 330 | 260 | 320 |
[ k_{std} = k_{test} \times \frac{\mu_{test}}{\mu_{std}} ]
Where:
flowchart LR
Water_Reservoir --> Permeability_Cell
Permeability_Cell --> Collection_Bottle
Pressure_Regulator --> Permeability_Cell
Air_Bleeder_Valve --> Permeability_Cell
Pressure_Regulator --> Pressure_Gauge
Note: Follow IS:2-1960 for rounding off test results.
IS 3085: Calculation of Permeability Coefficient (Clause 8.1)
The coefficient of permeability, K, is calculated by:
[ \boxed{ K = \frac{Q \times L}{A \times T \times H} } ]
Where:
[ K_{corrected} = K_{measured} \times \left(1 + 0.10 \times \frac{T_{actual} - 27}{5}\right) ]
flowchart TD
A[Apply Hydrostatic Pressure] --> B[Water Percolates Through Specimen]
B --> C[Measure Q (Water Volume)]
C --> D[Calculate K using formula]
D --> E[Apply Temperature Correction if needed]
This concise approach ensures accurate permeability measurement per IS 3085.
IS 3085 - Reporting of Results: Key Points
Each specimen report must include:
| Specimen Dia (mm) | A (mm) | B (mm) | O (mm) |
|---|---|---|---|
| 100 | 115 | 80 | 110 |
| 150 | 170 | 120 | 160 |
| 300 | 330 | 260 | 320 |
flowchart TD
A[Test Specimen] --> B[Identification Mark]
B --> C[Mix Details]
C --> D[Age at Test]
D --> E[Duration of Test]
E --> F[Specimen Size]
F --> G[Test Pressure & Temperature]
G --> H[Coefficient of Permeability]
H --> I[Corrected Coefficient at Standard Temp]
I --> J[Final Report]
This ensures clarity, consistency, and compliance with IS 3085 for permeability testing results.
Frequently Asked
IS 3085: Types of Test Specimens
According to IS 3085 (1965) — Method of Test for Permeability of Cement Mortar and Concrete, the standard covers permeability testing of:
| Specimen Type | Typical Shape | Size | Test Medium |
|---|---|---|---|
| Cement Mortar | Cubes, slabs | Standard sizes | De-aired water |
| Concrete | Cylinders, slabs | Standard sizes | De-aired water |
This ensures consistent measurement of coefficient of permeability for quality control and research.
According to IS 3085, the recommended pressure range for permeability testing is:
Additional notes:
| Specimen Permeability | Test Pressure (kg/cm²) | Notes |
|---|---|---|
| More permeable | 5 | Steady flow in reasonable time |
| Normal (standard) | 10 | Standard test pressure |
| Less permeable | 15 | Requires effective sealing |
This pressure range ensures reliable permeability measurement while accounting for specimen variability.
According to IS 3085, the coefficient of permeability (K) is calculated using:
[ K = \frac{Q \times L}{A \times T \times H} ]
Where:
| Parameter | Description | Units |
|---|---|---|
| Q | Water volume percolated | ml |
| A | Specimen face area | cm² |
| T | Time interval | seconds |
| H | Pressure head / specimen thickness | dimensionless |
| L | Specimen thickness | cm |
| K | Coefficient of permeability | cm/sec |
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This method quantifies permeability by steady flow under known pressure, specimen area, and thickness.
To ensure a watertight seal during permeability testing as per IS 3085:
Seal Testing (Clause 7.4):
Precautions for Effective Sealing (Clause 7.8a):
Additional Steps (Clauses 7.5 & 7.6):
Summary:
| Step | Action |
|---|---|
| Seal test pressure | 1–2 kg/cm² air pressure from below |
| Leak detection | Water on specimen face → watch for bubbles |
| Water quality | Air content < 0.2% (de-aired water) |
| Assembly | Secure funnel, close valves after filling |
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This ensures reliable, watertight sealing for accurate permeability measurements.
According to IS 3085 Clause 7.6, the permeability test must be conducted as follows to reach steady state flow:
This ensures reliable and consistent permeability values.
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