IS 30851965AI Search Enabled✦ AI Generated

Method of Test for Permeability of Cement Mortar and Concrete

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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105Clauses Indexed
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1965Edition
Cement Concrete Aggregates and RCCCategory
Alternative search terms: IS 3085 PDF, IS 3085 pdf free download, IS 3085 free download pdf, IS3085 PDF, IS-3085 PDF, IS 3085 1965 PDF, IS 3085:1965 PDF, IS 3085-1965 PDF, IS 3085 (1965) PDF, IS 3085 1965 edition PDF, IS 3085 edition 1965 PDF

What This Standard Covers

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.

Who Uses This Standard

  • Civil Engineers
  • Materials Testing Engineers
  • Quality Control Specialists
  • Concrete Technologists
  • Construction Supervisors
  • Research and Development Engineers
  • Structural Engineers

Key Topics Covered

Preparation of mortar and concrete specimens
Design and assembly of permeability test cells
Application of hydrostatic pressure for testing
Use of de-aired water in permeability tests
Measurement of water percolation through specimens
Calculation of coefficient of permeability
Ensuring watertight seals in test apparatus
Test duration and steady state flow determination
Pressure regulation and monitoring
Handling and storage of test water
Interpretation of permeability test results
Safety and equipment specifications

Table of Contents

1Scope

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)
10011580110
150170120160
300330260320
  • Test Setup (Fig. 2) includes:

    • Permeability cell
    • Pressure regulator & gauge
    • Air bleeder valve
    • Water reservoir with graduated gauge glass and safety shield
    • Collection bottle
  • Pressure Lines: Use heavy-duty armored rubber hose or suitable metal tubing; all joints must be leakproof.

  • Test Report Must Include (Clause 9.1):

    • Specimen ID, mix details, age at test start
    • Test duration, specimen size
    • Test pressure & temperature
    • Coefficient of permeability at test and corrected to standard temperature
  • Rounding Off Values: Follow IS 2-1960 for rounding test results, maintaining significant digits as per specified values.


Typical Permeability Cell Setup (Mermaid.js)

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.

2Principle of the Test

Principle of the Test (IS 3085)

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.


Key Points from IS 3085:

  • De-aired Water Supply (Clause 4.2):

    • Water must be clean and de-aired by boiling and cooling.
    • Store in closed, full containers to avoid air contact.
    • Avoid agitation to maintain de-airing.
  • Test Specimen Details (Clause 9.1): Report must include:

    • Specimen ID, mix details, age, size
    • Test pressure & temperature
    • Duration of test
    • Coefficient of permeability at test temperature
    • Corrected permeability at standard temperature
  • Permeability Cell Dimensions:

Specimen Dia (mm)A (mm)B (mm)O (mm)
10011580110
150170120160
300330260320

Typical Formula for Coefficient of Permeability (k):

[ k = \frac{Q \times L}{A \times t \times h} ]

Where:

ParameterDescription
(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)

Test Setup (Schematic Overview):

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]
  • Water reservoir feeds de-aired water.
  • Pressure regulator controls test
3Apparatus

IS 3085 - Apparatus for Permeability Test: Key Points

Apparatus Specifications (Clause 3.3 & Fig. 1 & 2)

  • Pressure Lines: Use heavy-duty armoured rubber hose, suitable metal tubing, or equivalent, ensuring leakproof joints.
  • Permeability Cell Dimensions (mm):
Specimen Dia (mm)ABO
10011580110
150170120160
300330260320
  • Components:
    • Threaded nipple, sealing compound, sheet metal funnel
    • Air bleeder valve, pressure regulator & gauge
    • Graduated gauge glass with safety shield
    • Water reservoir connected to permeability cell and collection bottle

Assembly (Clause 7.5)

  • Secure funnel after sealing.
  • Connect cell to water reservoir.
  • Open air bleeder valve, reservoir-cell valve, and drain cock to fill with de-aired water.
  • Close drain cock when water flows freely; fill reservoir.
  • Close reservoir water inlet and air bleeder valves before testing.

Compressed Air Supply (Clause 4.1)

  • Pressure: 5 to 15 kg/cm²
  • Use compressed air or nitrogen cylinders/compressor.
  • Provide pressure regulators and gauges.
  • One source may serve multiple cells.

Test Report Details (Clause 9.1)

  • Specimen ID, mix particulars, age at test start
  • Test duration, specimen size, test pressure & temperature
  • Coefficient of permeability at test temp & corrected at standard temp

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.

4Test Setup and Equipment Requirements

IS 3085: Test Setup & Equipment Requirements for Permeability Tests

Key Equipment (Clause 3.3 & Fig. 2)

  • Pressure Lines: Heavy-duty armoured rubber hose or metal tubing; leakproof joints mandatory.
  • Permeability Cell Dimensions (mm):
Specimen Dia (mm)ABO
10011580110
150170120160
300330260320
  • Additional Apparatus:
    • Threaded nipple, sealing compound, sheet metal funnel
    • Air bleeder valve, pressure regulator & gauge
    • Graduated gauge glass (with safety shield)
    • Water reservoir, collection bottle

Water Supply (Clause 4.2)

  • Use clean de-aired water (boiled & cooled).
  • Store in closed containers, avoid agitation/contact with air.

Test Report Requirements (Clause 9.1)

Include:

  • Specimen ID, mix details, age, size
  • Test pressure & temperature
  • Duration of test
  • Coefficient of permeability (test & corrected for standard temperature)

Diagram: Permeability Test Setup (Simplified)

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).

5Test Specimens

IS 3085: Test Specimens - Key Specifications & Tables

1. Specimen Size (Clause 5.1)

  • Shape: Cylindrical with height = diameter.
  • Standard size: Diameter = Height = 150 mm.
  • For aggregates ≤ 20 mm: Diameter = Height = 100 mm.
  • For aggregates > 40 mm: Diameter & Height ≥ 4 × nominal aggregate size.

2. Report Details (Clause 9.1)

Include in test report:

  • Identification mark
  • Mix particulars
  • Age at test start
  • Test duration
  • Specimen size
  • Test pressure & temperature
  • Coefficient of permeability at test & standard temperature (corrected)

3. Permeability Cell Dimensions (Table from Clause 3.3)

Specimen Diameter (mm)Cell Dimension A (mm)B (mm)O (mm)
10011580110
150170120160
300330260320

4. Water for Testing (Clause 4.2)

  • Use de-aired water (boiled & cooled).
  • Store in closed containers to avoid air contact.

Visual: Permeability Test Setup (Simplified)

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.

6Test Pressure

IS 3085 - Test Pressure for Permeability Test

Key Specifications (Clause 6.1):

  • Standard test pressure head: 10 kg/cm² (approx. 0.98 MPa)
  • Reduced pressure: 5 kg/cm² for more permeable specimens (to achieve steady flow faster)
  • Increased pressure: Up to 15 kg/cm² for less permeable specimens, ensuring effective sealing

Test Procedure (Clause 7.6):

  • Fill system with water, apply desired test pressure.
  • Record initial gauge-glass reading.
  • Collect percolated water in a weighed bottle.
  • Monitor inflow and outflow until steady state (inflow = outflow).
  • Continue test for ~100 hours after steady state.
  • Average outflow during this period gives permeability.

Permeability Cell Dimensions (Fig. 1)

Specimen Dia (mm)A (mm)B (mm)O (mm)
10011580110
150170120160
300330260320

Report Must Include (Clause 9.1):

  • Specimen ID, mix, age, test duration, size
  • Test pressure & temperature
  • Coefficient of permeability at test and standard temperatures

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.

7Test Procedure

IS 3085: Test Procedure Key Points


Test Report Must Include (Clause 9.1):

  • Specimen ID
  • Mix particulars
  • Age at test start
  • Test duration
  • Specimen size
  • Test pressure & temperature
  • Coefficient of permeability at test temperature
  • Corrected permeability coefficient at standard temperature

Specimen Dimensions (Typical Permeability Cell)

Specimen Dia (mm)Cell Dimension A (mm)B (mm)O (mm)
10011580110
150170120160
300330260320

Apparatus & Setup Highlights (Clause 3.3)

  • Use heavy-duty armoured rubber hose or metal tubing for pressure lines.
  • All joints must be leakproof.
  • Use de-aired water (boiled and cooled) to avoid air bubbles affecting permeability.

Permeability Coefficient Correction Formula

[ k_{std} = k_{test} \times \frac{\mu_{test}}{\mu_{std}} ]

Where:

  • (k_{std}) = permeability coefficient at standard temperature
  • (k_{test}) = permeability coefficient at test temperature
  • (\mu) = dynamic viscosity of water at respective temperatures

Test Setup Schematic (Simplified)

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.

8Calculation of Permeability Coefficient

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 = Coefficient of permeability (cm/sec)
  • Q = Quantity of water percolated (ml) after steady state
  • A = Area of specimen face (cm²)
  • T = Time interval of flow measurement (sec)
  • H = Ratio of pressure head to specimen thickness (both same units)
  • L = Thickness of specimen (cm)

Key Specifications & Precautions (Clauses 2.1, 7.7, 7.8):

  • Specimen: Known dimensions, tested under hydrostatic pressure.
  • Seal: Must be leak-proof to avoid erroneous results.
  • Air Content: Water entering specimen should have <0.2% dissolved air to prevent air locks.
  • Steady State: Flow must reach steady state before calculating K.
  • Evaporation: Correct for evaporation loss during outflow collection.
  • Surface Preparation: Sand blasting or chiseling to remove impervious skin.
  • Temperature: Test at 27 ± 2°C. Adjust K by ±10% for every 5°C deviation.

Temperature Correction Formula:

[ 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.

9Reporting of Results

IS 3085 - Reporting of Results: Key Points

Rounding Off (Clause 0.5)

  • Final test or analysis values must be rounded as per IS 2:1960.
  • Number of significant digits retained = number of digits in the specified standard value.

Report Contents (Clause 9.1)

Each specimen report must include:

  • Identification mark of specimen
  • Mix particulars
  • Age at test start
  • Test duration
  • Specimen size
  • Test pressure
  • Test temperature
  • Coefficient of permeability at test temperature
  • Corrected coefficient of permeability at standard temperature

Typical Cell Dimensions (For Reference)

Specimen Dia (mm)A (mm)B (mm)O (mm)
10011580110
150170120160
300330260320

Notes:

  • Use leakproof heavy-duty hoses or metal tubing for pressure lines.
  • All joints must be sealed properly.

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.

Popular Questions About IS 3085

?What types of specimens can be tested using IS 3085?

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:

  • Cement Mortar Specimens
  • Concrete Specimens

Specimen Characteristics:

  • Typically, specimens are of standard size (e.g., cubes, cylinders, or slabs) as per relevant concrete/mortar testing standards.
  • The size and shape must be clearly reported (Clause 9.1(e)).
  • Specimens should be cured and tested at specified ages and conditions.

Key Notes:

  • Specimens must be saturated with de-aired water before testing (Clause 4.2).
  • Test parameters like pressure, temperature, and duration are recorded (Clause 9.1).

Summary Table

Specimen TypeTypical ShapeSizeTest Medium
Cement MortarCubes, slabsStandard sizesDe-aired water
ConcreteCylinders, slabsStandard sizesDe-aired water

This ensures consistent measurement of coefficient of permeability for quality control and research.

?What is the recommended pressure range for permeability testing?

According to IS 3085, the recommended pressure range for permeability testing is:

  • Standard test pressure: 10 kg/cm²
  • Reduced pressure: Down to 5 kg/cm² for more permeable specimens where steady flow is quickly reached
  • Increased pressure: Up to 15 kg/cm² for less permeable specimens, provided sealing is effective

Additional notes:

  • Compressed air supply should be regulated between 5 to 15 kg/cm² to maintain the test pressure (Clause 4.1).
  • Steady state flow is essential before calculating permeability, observed when inflow equals outflow (Clause 7.6).
  • Effective sealing and controlling dissolved air (<0.2%) are critical to avoid errors (Clause 7.8).

Summary Table:

Specimen PermeabilityTest Pressure (kg/cm²)Notes
More permeable5Steady flow in reasonable time
Normal (standard)10Standard test pressure
Less permeable15Requires effective sealing

This pressure range ensures reliable permeability measurement while accounting for specimen variability.

?How is the coefficient of permeability calculated according to this standard?

According to IS 3085, the coefficient of permeability (K) is calculated using:

[ K = \frac{Q \times L}{A \times T \times H} ]

Where:

  • K = coefficient of permeability (cm/sec)
  • Q = quantity of water percolated (ml) after steady state
  • A = area of specimen face (cm²)
  • T = time of flow measurement (seconds)
  • H = ratio of pressure head to specimen thickness (both in same units)
  • L = thickness of the specimen (cm)

Key Points:

  • The test involves applying hydrostatic pressure and measuring water flow through the specimen.
  • Test temperature should be 27°C ± 2°C; adjust K by ±10% per 5°C deviation.
  • Ensure steady state flow before measuring Q.

Summary Table:

ParameterDescriptionUnits
QWater volume percolatedml
ASpecimen face areacm²
TTime intervalseconds
HPressure head / specimen thicknessdimensionless
LSpecimen thicknesscm
KCoefficient of permeabilitycm/sec
Loading diagram...

This method quantifies permeability by steady flow under known pressure, specimen area, and thickness.

?What measures are required to ensure a watertight seal during testing?

To ensure a watertight seal during permeability testing as per IS 3085:

  • Seal Testing (Clause 7.4):

    • Bolt the top cover plate.
    • Invert the cell and apply air pressure of 1 to 2 kg/cm² from below.
    • Pour water on the exposed specimen face and observe for bubbles indicating leaks.
    • If leaks appear, reseal the specimen.
  • Precautions for Effective Sealing (Clause 7.8a):

    • Seal effectiveness is critical to avoid misleading permeability results.
    • Achieving a good seal requires experience; ensure no leakage paths exist.
  • Additional Steps (Clauses 7.5 & 7.6):

    • Use de-aired water (air content < 0.2%) to avoid air locks.
    • Properly assemble the apparatus, including air bleeder valves and drain-cocks.
    • Confirm no leaks before starting the test by observing free water flow through the drain-cock.

Summary:

StepAction
Seal test pressure1–2 kg/cm² air pressure from below
Leak detectionWater on specimen face → watch for bubbles
Water qualityAir content < 0.2% (de-aired water)
AssemblySecure funnel, close valves after filling
Loading diagram...

This ensures reliable, watertight sealing for accurate permeability measurements.

?How long should the permeability test be conducted to reach steady state flow?

According to IS 3085 Clause 7.6, the permeability test must be conducted as follows to reach steady state flow:

  • Steady state flow is defined as the point when inflow = outflow for the first time.
  • After reaching steady state, continue the test for about 100 hours to collect stable outflow data.
  • The coefficient of permeability is then calculated using the average outflow during this 100-hour period.

Summary:

  • Apply test pressure (typically 10 kg/cm², adjustable between 5-15 kg/cm² as per Clause 6.1).
  • Monitor inflow and outflow until they equalize (steady state).
  • Continue test for ~100 hours post steady state.
  • Calculate permeability using average outflow in this period.

This ensures reliable and consistent permeability values.

Loading diagram...

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