IS 153282003AI Search Enabled✦ AI Generated

Unplasticized Non-Pressure Polyvinyl Chloride ( PVC -U ) Pipes for use in Underground Drainage and Sewerage Systems

IS 15328:2003 specifies requirements for unplasticized polyvinyl chloride (PVC-U) pipes used in underground drainage and sewerage systems. It covers pipes with nominal outside diameters from 110 mm to 630 mm, designed for non-pressure gravity flow of domestic sewage, industrial waste, and surface water. The standard addresses pipe dimensions, mechanical properties, jointing methods, testing procedures, and marking requirements, ensuring suitability and durability for buried drainage applications.

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What This Standard Covers

IS 15328:2003 specifies requirements for unplasticized polyvinyl chloride (PVC-U) pipes used in underground drainage and sewerage systems. It covers pipes with nominal outside diameters from 110 mm to 630 mm, designed for non-pressure gravity flow of domestic sewage, industrial waste, and surface water. The standard addresses pipe dimensions, mechanical properties, jointing methods, testing procedures, and marking requirements, ensuring suitability and durability for buried drainage applications.

Who Uses This Standard

  • Civil Engineers
  • Sanitary Engineers
  • Pipeline Designers
  • Municipal Infrastructure Planners
  • Construction Contractors
  • Quality Control Inspectors
  • Manufacturers of PVC-U Pipes

Key Topics Covered

Nominal pipe dimensions and tolerances
Wall thickness and standard dimension ratio (SDR)
Mechanical properties including impact resistance and stiffness
Jointing methods: solvent cement and elastomeric sealing rings
Testing procedures for hydrostatic pressure and vacuum resistance
Vicat softening temperature and thermal properties
Sampling and criteria for conformity
Marking and identification requirements
Resistance to external blows
Longitudinal reversion and dimensional stability
Surface quality and permissible defects
Standard dimension ratios and ring stiffness classes

Table of Contents

1Scope

IS 15328: Scope - Key Specifications & Tables

Scope: Covers dimensions, joint types, and performance criteria for PVC pipes and fittings with elastomeric sealing rings and solvent-cemented joints.


Key Tables (Clause 6.1.4)

1. Dimensions of Sockets & Spigot Ends for Solvent-Cemented Joints

Nominal Diameter (mm)Socket dym MinA Min (mm)C Max (mm)Spigot End Min (mm)H (mm)
110110.1110.461.0676
125125.1125.468.5786
160160.2160.486.01007
200200.3200.6106.01349
  • Note: Socket taper max 0°30'; manufacturer declares tapered or parallel design.

2. Dimensions of Elastomeric Sealing Ring Sockets and Spigot Ends

Nominal Diameter (mm)Socket dam MinA Min (mm)C Max (mm)Spigot End Min (mm)H (mm)
110110.43226606
125125.43526676
160160.54232817
200200.65040999
250250.855701259
..................
2References

IS 15328 Key References: Dimensions & Specifications

1. Dimensions of Solvent-Cemented Joints (Table 4, Clause 6.1.4)

Nominal Diameter (mm)Socket dym MinA Min (mm)C Max (mm)Spigot End Min (mm)H (mm)
110110.1110.461.0676
125125.1125.468.5786
160160.2160.486.01007
200200.3200.6106.01349
  • Note: Socket taper max 0°30'. Manufacturer to specify tapered or parallel.

2. Dimensions of Elastomeric Sealing Ring Joints (Table 3, Clause 6.1.4)

Nominal Diameter (mm)Socket dam MinA Min (mm)C Max (mm)Spigot End Min (mm)H (mm)
110110.43226606
125125.43526676
160160.54232817
200200.65040999
  • For da ≤ 200 mm: A min = 0.2 × d + 10 mm
  • For da ≥ 250 mm: A min = 0.1 × d + 30 mm

3. Internal Negative Hydrostatic Pressure (Clause 10.2.2)

  • Joints must withstand **
3Definitions

IS 15328 - Key Definitions, Symbols, and Specifications

1. Definitions (Clause 3.0 & 3.22.2)

  • Acceptance Tests: Tests on samples from a lot to decide lot acceptance.

2. Key Symbols and Their Meaning

SymbolMeaning
dnNominal outside diameter
deOutside diameter at any point
danMean outside diameter
dem,maxMaximum mean outside diameter
dem,minMinimum mean outside diameter
d,Inside diameter of socket
dsmMean inside diameter of socket
DRDimension ratio
eWall thickness at any point
emeanMean wall thickness
emaxMaximum wall thickness
eminMinimum wall thickness
e3Wall thickness of groove
LEffective length of pipe
lsLength of spigot
lscLength of solvent cement socket
HChamfer length

Note: Symbols A, B, C, H are illustrated in figures (refer to IS 15328).

3. Diameter Tolerances (Excerpt from Table 1)

Nominal Outside Diameter (mm)Mean Outside Diameter Min (mm)Mean Outside Diameter Max (mm)Outside Diameter at Any Point Min (mm)Outside Diameter at Any Point Max (mm)
6363.063.362.263.8
7575.075.374.175.9
9090.090.388.991.2

Summary

  • Use dn for nominal pipe size.
  • Check dem,min and dem,max for mean diameter limits.
  • Wall thickness varies between emin and emax.
  • Dimension ratio DR = dn / emean is critical for design.
  • Refer to Table 1 for diameter tolerance limits by nominal size
4Materials

IS 15328 — Key Material Specifications & Formulas

1. Symbols & Definitions (Clause 3.22.2)

  • dn: Nominal outside diameter
  • de: Outside diameter at any point
  • dan: Mean outside diameter
  • dem,max / dem,min: Max / Min mean outside diameter
  • d: Inside diameter of socket
  • dsm: Mean inside diameter of socket
  • DR: Dimension ratio = ( \frac{dn}{e} ) (wall thickness)
  • e, emax, emin: Wall thickness (mean, max, min)
  • l, H: Length parameters (engagement, lip, chamfer, etc.)

2. Wall Thickness & Diameter Tolerances (from tables)

Nominal Outside Diameter (mm)Wall Thickness, e (mm)Mean Outside Diameter (mm) MinMaxOutside Diameter at Any Point (mm) MinMax
632.7 +0.4163.063.362.263.8
752.8 +0.5175.075.374.175.9
902.9 +0.5190.090.388.991.2

3. Dimension Ratio (DR)

[ DR = \frac{dn}{e} ]

Where:

  • (dn) = Nominal outside diameter
  • (e) = Mean wall thickness

4. Acceptance Tests (Clause 3.22.2)

  • Samples taken from a lot must conform to the dimensional tolerances above.
  • Sampling and conformity criteria as per Table 15 (not fully provided here).

flowchart LR
    A[Nominal Diameter (dn)] --> B[Wall Thickness (e)]
    B --> C[Dimension Ratio (DR = dn/e)]
    A --> D[Mean Outside Diameter (dan)]
    D --> E[Max/Min Diameter Tolerances]
    B --> F[Max
5Dimensions and Tolerances

IS 15328: Dimensions and Tolerances for Integral Sockets and Spigot Ends

Key Specifications (Clause 6.1.4 & Table 4)

Nominal Diameter (mm)Socket dym Min (mm)Socket A Min (mm)Socket C Max (mm)Spigot End l Min (mm)Spigot End H (mm)
110110.1110.461.0676
125125.1125.468.5786
160160.2160.486.01007
200200.3200.6106.01349
  • Socket dimensions: dym = mean outside diameter, A = minimum diameter, C = max length.
  • Spigot end dimensions: l = minimum insertion length, H = chamfer height (approximate).

Tolerances (Clause 3.16)

  • Tolerance = Permitted max value - Permitted min value.
  • For solvent-cemented sockets, manufacturer must specify if socket is tapered (max taper 0°30') or parallel.
  • For parallel sockets, mean diameter dym applies over entire socket length.
  • Chamfer applied values are approximate.

Figures (for reference)

  • Fig. 2-5: Illustrate dimensions, seal points, wall thickness, and measurement methods.

Summary

  • Use Table 4 for dimensional checks.
  • Confirm taper/parallel socket type.
  • Apply tolerances per Clause 3.16.
  • Refer to figures for measurement details and sealing points.
flowchart LR
A[Socket Dimensions] -->|Check dym, A, C| B[Table 4]
B --> C{Socket Type?}
C -->|Parallel| D[Apply dym over length]
C -->|Tapered| E[Max taper 0°30']
F[Spigot End] -->
6Design and Construction

IS 15328: Key Design & Construction Specifications


1. Dimensions for Joints

Solvent-Cemented Joints (Table 4, Clause 6.1.4)

Nominal Diameter (mm)Socket dym Min (mm)Socket A Min (mm)Socket C Max (mm)Spigot End 1 Min (mm)Spigot End H (mm)
110110.1110.461.0676
125125.1125.468.5786
160160.2160.486.01007
200200.3200.6106.01349
  • Note: Socket taper max 0°30'; mean outside diameter applies for parallel sockets.

Elastomeric Sealing Ring Joints (Table 3)

Nominal Diameter (mm)Socket dam Min (mm)Socket A Min (mm)Socket C Max (mm)Spigot End 4 Min (mm)Spigot End H (mm)
110110.43226606
125125.43526676
160160.54232817
200200.65040999
250250.855701259
  • For A min:
    • If da ≤ 200 mm: A min = 0.2 × d + 10 mm
7Mechanical Characteristics

IS 15328 Mechanical Characteristics - Key Specifications & Tables

1. Force Measurement (Clause 4.5)

  • Force-measuring device accuracy: within ±2%.
  • Force required to produce 1% to 4% deflection diametrically across the test specimen.

2. Testing Machine & Deflection Speed (Clause 4.1, Table 11)

Nominal Diameter, da (mm)Deflection Speed (mm/min)
100 < da ≤ 2005 ± 1
200 < da ≤ 40010 ± 2
  • Compression testing machine must be constant-rate crosshead movement type.

3. Impact Testing (Clause B-4.1.2)

  • Striker nose: hemispherical, polished steel, dimensions per Fig. 8 & Table 7.
  • Striker mass & drop height (Table 8):
Pipe Diameter da (mm)Mass (kg)Drop Height (m)Impact Energy (N·m)
1101.6232
1252.5250
1603.2264
2004.0280
2505.02100
≥ 3156.32125

4. Internal Negative Hydrostatic Pressure (Clause 10.2.2)

  • Joints withstand vacuum of 0.03 MPa (0.3 bar) for 15 min without leakage.

5. Dimensions of Elastomeric Sealing Rings (Table 3)

Nominal Diameter da (mm)Socket dam Min (mm)A Min (mm)C (mm)Spigot End 4 Min (mm)H (mm)
110110.43226
8Marking

IS 15328 — Marking of Pipes: Key Specifications

  • Marking Location & Frequency (Clause 12.1):

    • Mark at intervals ≤ 3 m, at least once per pipe.
    • Use ink/paint or hot embossing on a white base.
    • Marking must be legible without magnification.
    • Indentation marking allowed if wall thickness reduction ≤ 0.15 mm.
  • Marking Content (Clause 12.2):
    Marking shall show:

    • Source of manufacture
    • Outside diameter
    • Stiffness class
    • Batch or Lot number
  • Colour of Marking (Clause 12.3):

    • Marking colour must contrast with pipe's base colour for clear visibility.
  • Optional Marking (Clause 12.4.1):

    • Standard Mark may be included.

Summary Table for Marking Requirements

ParameterRequirement
Marking Interval≤ 3 m, at least once per pipe
Marking MethodInk/paint, hot embossing, indentation (≤0.15 mm depth)
Marking ContentManufacturer, OD, Stiffness, Batch
Marking ColourContrasting to pipe base colour
Optional MarkStandard Mark

flowchart LR
    A[Pipe] --> B{Marking at ≤3m intervals}
    B --> C[Ink/Paint or Hot Emboss]
    B --> D[Indentation ≤0.15 mm]
    C & D --> E[Marking Content]
    E --> F[Manufacturer ID]
    E --> G[Outside Diameter]
    E --> H[Stiffness Class]
    E --> I[Batch Number]
    E --> J[Optional: Standard Mark]
    E --> K[Colour contrasting pipe base]

This ensures traceability, quality control, and easy identification on-site.

9Jointing and Assembly

IS 15328: Jointing and Assembly Key Specifications


1. Dimensions for Solvent-Cemented Joints (Table 4, Clause 6.1.4)

All dimensions in mm:

Nominal Dia (mm)Socket dym MinA MinC MaxSpigot End MinH (Chamfer)
110110.1110.461.0676
125125.1125.468.5786
160160.2160.486.01007
200200.3200.6106.01349
  • Socket taper: max 0°30'.
  • Manufacturer declares if socket is tapered or parallel.

2. Dimensions for Elastomeric Sealing Ring Joints (Table 3, Clause 6.1.4)

All dimensions in mm:

Nominal Dia (mm)Socket dam MinA MinC MaxSpigot End MinH (Chamfer)
110110.43226606
125125.43526676
160160.54232817
200200.65040999
250250.855701259
315316.0627013212
400401.2708015015
10Testing Requirements

IS 15328: Testing Requirements Summary

Sampling & Conformity Criteria

  • Sampling and conformity criteria are specified in Table 15 (Clause 1.7.2) and Table 14 (Clause 1.6.2).
  • For type tests, 3 samples are tested as per Table 6 (Clause 2.1.1.2).

Test Specimens (Clause B-5)

  • Length: 200 ± 10 mm, cut square and clean.
  • For pipes > 40 mm diameter, draw equidistant lines as per Table 9:
Nominal Outside Diameter (mm)Number of Lines
110, 1256
140, 160, 1808
200, 225, 25012
280, ≥31516
  • For pipes ≤ 40 mm, only one blow per specimen.

Impact Test Procedure (Clause B-6)

  • Initial 25 blows minimum.
  • Failures:
    • 0 failures: Pass.
    • ≥4 failures: Reject.
    • 1-3 failures: Continue testing until results fall into:
      • Region A: TIR ≤ specified limit → Accept.
      • Region C: TIR > specified limit → Reject.
      • Region B: Further testing needed.

Apparatus (Clause 4.1.4)

  • Release mechanism with striker drop height adjustable up to 2 m ± 10 mm from specimen surface.

Quick Reference: Acceptance Criteria Flow

flowchart TD
    Start[Start Testing (25 blows)]
    NoFail[0 Failures?]
    Fail4Plus[≥4 Failures?]
    Fail1to3[1-3 Failures?]
    RegionA[Region A: TIR ≤ Specified]
    RegionB[Region B: Indeterminate]
    RegionC[Region C: TIR > Specified]
    DecisionAccept[Accept Batch]
    DecisionReject[Reject Batch]
    ContinueTest[Continue Testing]

    Start --> NoFail
    NoFail -- Yes --> DecisionAccept
    NoFail -- No --> Fail4Plus
    Fail4Plus -- Yes --> DecisionReject
    Fail
11Sampling and Criteria for Conformity

IS 15328: Sampling and Criteria for Conformity

Key Points from Clauses:

  • Sampling & conformity procedures are per Tables 14 & 15 (Clauses 1.6.2, 1.7.2).
  • Samples tested from each lot separately (Clause 1.3).
  • Visual and dimensional sampling scale is detailed in Table 13 (F-1.5) (Clause 1.4.1).

Table 13: Sampling for Visual Appearance & Dimensional Requirements

Lot Size (No. of Pipes)Sample No.Sample SizeCumulative Sample SizeAcceptance Number (Ac)Rejection Number (Re)
Up to 1,0001st131302
2nd132612
1,001 to 3,0001st202002
2nd204012
3,001 to 10,0001st323203
2nd326434
Above 10,0001st505014
2nd5010045

Procedure Summary:

  • Step 1: Take first sample size from lot.
  • Step 2: If acceptance criteria met (≤ Ac), accept lot.
  • Step 3: If rejection criteria met (≥ Re), reject lot.
  • Step 4: Otherwise, take second sample and apply cumulative criteria.

Notes:

  • Tables 14 & 15 (not provided here) specify sampling for other tests and criteria.
  • This ensures quality control by statistically validating lot conformity.

flowchart TD
    A[Start
12Packaging and Storage

IS 15328: Packaging and Storage - Key Specifications & Tables


1. Conditioning Period (Clause 7.1, Table 10)

Wall Thickness, e (mm)Conditioning Period (min)
Liquid Bath
< 8.615
8.6 to 14.130
Above 14.160

2. Test Specimens (Clause B-5, Table 9)

  • Length: 200 ± 10 mm, ends square and clean.
  • Number of equidistant lines on specimen depends on pipe diameter:
Nominal Outside Diameter (mm)Number of Lines
110, 1256
140, 160, 1808
200, 225, 25012
280, ≥ 31516
  • Minimum 25 blows for initial impact test; acceptance/rejection based on failures.

3. Internal Negative Hydrostatic Pressure (Clause 10.2.2)

  • Joints must withstand 0.03 MPa (0.3 bar) internal vacuum for 15 minutes without leakage.

4. Dimensions of Elastomeric Sealing Ring Sockets and Spigot Ends (Table 3)

Nominal Diameter (mm)Socket da (mm)A min (mm)C (max) (mm)Spigot End 4 min (mm)H (mm)
110110.43226606
125125.43526676
160160.54232817
200200.65040999
Annex ADetermination of Vicat Softening Temperature

IS 15328: Vicat Softening Temperature (VST) — Key Points


Definition (Clause 7.3, Annex A)

  • VST: Temperature at which a standard indenter penetrates 1 mm into a PVC-U specimen under a load of 50 N ± 1 N.
  • Temperature is raised uniformly during the test.
  • Minimum acceptable VST: 79°C.

Test Setup (Clause 5.3, Annex A)

  • Specimen mounted horizontally under the indenting tip.
  • Indenter rests on the concave surface of the specimen.
  • For wall thickness < 2.4 mm, indenter rests on the concave surface of the non-flattened segment, placed on a flattened segment.
  • Indenter tip must be at least 3 mm from specimen edge.

Apparatus Components (Fig. 6)

  • Dial gauge micrometer
  • Interchangeable weight (to apply 50 N load)
  • Load carrying plate
  • Rod and indenting tip assembly
  • Test specimen support
  • Liquid bath for uniform heating

Summary of Procedure

ParameterValue
Load on indenter50 N ± 1 N
Indenter penetration1 mm
Heating rateUniform (as per Annex A)
Minimum VST79°C

flowchart LR
    A[Test Specimen] --> B[Indenting Tip]
    B --> C[Load of 50 N]
    C --> D[Penetration Measurement]
    D --> E[Temperature Raised Uniformly]
    E --> F[VST at 1 mm Penetration]

Note: Follow IS 15328 Annex A strictly for specimen preparation, apparatus calibration, and test conditions to ensure valid VST results.

Annex BResistance to External Blows Test Method

IS 15328: Resistance to External Blows Test Method (at 0°C)

Key Points from IS 15328 Annex B (Clause 8.1)

  • Purpose: Determine resistance of thermoplastic pipes (incl. unplasticized PVC) to external blows at 0°C.
  • Applicability: Isolated production batches tested at 0°C.
  • Sample Selection: Manufacturer supplies 3 pipe samples of different diameters/classes from a regular lot.

Sampling Plan (Table 15: Scale of Sampling for Resistance to External Blows)

Lot Size (Number of Pipes)Sample NumberSample SizeCumulative Sample SizeAcceptance NumberRejection Number
Up to 3,000First3302
Second3612
3,001 to 10,000First5502
Second51012
10,001 and aboveFirst8802
Second81612
  • Interpretation:
    • Acceptance number = max allowed failures to accept the lot.
    • Rejection number = failures to reject the lot.
    • Test repeated if initial results are borderline.

Test Method Summary:

  • Pipes are conditioned at 0°C.
  • External blows applied (details per IS 15328 Annex B).
  • Pipes pass if failures ≤ acceptance number.

Additional Notes:

  • This is a type test per Clause 2.1.1.1.
  • Manufacturer must provide samples from regular production.
  • The test ensures pipe durability in cold conditions against impact.
flowchart LR
    A[Select Lot] --> B[Sample Pipes (3 diameters/classes)]
    B --> C[Condition at 0°C]
    C --> D[Apply External Blows]
    D --> E{Failures ≤ Acceptance Number?}
    E -- Yes --> F
Annex FSampling Procedures

IS 15328: Sampling Procedures Summary

Key Tables and Clauses

  • Table 13 (Clause 1.4.1): Scale of Sampling for Visual & Dimensional Checks
Lot Size (pipes)Sample No.Sample SizeCumulative Sample SizeAcceptance No.Rejection No.
Up to 1,0001st131302
2nd132612
1,001 to 3,0001st202002
2nd204012
3,001 to 10,0001st323203
2nd326434
10,001 and above1st505014
2nd5010045
  • Random Sampling (Clause 1.4.2):
    Use a random number table (IS 4905) or systematic sampling by selecting every rth pipe, where
    [ r = \left\lfloor \frac{N}{n} \right\rfloor ]
    • N: Total pipes in lot
    • n: Sample size

Sampling Procedure

  1. Identify lot size (N).
  2. Determine sample size (n) from Table 13.
  3. Select pipes randomly or systematically (every rth pipe).
  4. Check acceptance/rejection criteria based on acceptance number.

flowchart TD
    A[Start: Identify Lot Size (N)] --> B[Determine Sample Size (n) from Table 13]
    B --> C[Calculate r = floor(N/n)]
    C --> D{Use Random Number Table?}
   

Popular Questions About IS 15328

?What are the specified nominal diameters and wall thicknesses for PVC-U pipes under IS 15328?

Under IS 15328 (2003) for PVC-U pipes used in underground drainage and sewerage systems, the specified nominal diameters and related dimensions (including wall thickness) are as follows (from Amend No. 5, Tables 3 & 4):

Nominal Diameter (dn), mmSocket Diameter (dan Min)Wall Thickness (ex - min)Spigot End Length (la Min)
6363.34 mm40 mm
7575.35 mm45 mm
9090.35 mm55 mm
  • Wall thickness (ex) is the minimum measured thickness of the free length specimen.
  • Pipes are designed with wall thickness greater than calculated by SDR to meet stiffness requirements.
  • Nominal outside diameters correspond closely to the nominal diameters (dn).

Color coding for pipe stiffness classes:

ClassColour
SN 2Blue
SN 4Green
SN 8Brown

This ensures dimensional compatibility and structural performance for non-pressure PVC-U pipes in drainage applications.

?Which jointing methods are recommended for underground drainage PVC-U pipes?

According to IS 15328, the recommended jointing methods for underground drainage PVC-U pipes are:

1. Solvent Cemented Joints (Clause 10.2)

  • Pipes are joined by applying solvent cement to the socket-ended pipe and the plain spigot end.
  • The socket end is expanded by heating to allow proper bonding with solvent cement.

2. Elastomeric Sealing Ring Joints (Clause 3.19)

  • Pipes have a socket-ended design where the socket end fits over the plain spigot end of the next pipe.
  • An elastomeric sealing ring inside the socket ensures a watertight, flexible joint without solvent.

Summary Table:

Joint TypeDescriptionKey Feature
Solvent Cemented JointHeated socket end + solvent cement bondingPermanent, rigid joint
Elastomeric Sealing RingSocket with rubber ring seals spigot endFlexible, watertight, no solvent

Additional Notes:

  • Socket dimensions and tolerances are standardized (see Tables 3 & 4 in IS 15328).
  • Both methods ensure leak-tightness suitable for underground drainage.
  • Elastomeric ring joints allow angular deflection and easier installation.
Loading diagram...

In brief: Use solvent cemented joints for rigid, permanent connections; elastomeric sealing rings for flexible, watertight joints in underground PVC-U drainage pipes.

?What mechanical tests must PVC-U pipes pass according to this standard?

According to IS 15328, PVC-U pipes must pass the following mechanical tests:

1. Resistance to Internal Hydrostatic Pressure (Clause 8.3)

  • Tested per IS 12235 (Part 8).
  • Pipe must not seep, crack, bulge, or burst during the test.
  • Requirements from Table 6:
Test TypeTemp (°C)Duration (h)Hoop Stress (MPa)Requirement
Acceptance Test2713.6No seepage or cracking
Type Test6010001.0No bursting
  • Hoop stress calculation:
    [ \sigma_h = \frac{p \times d_{em}}{2 \times e_{min}} ] where (p) = internal pressure, (d_{em}) = mean outside diameter (mm), (e_{min}) = minimum wall thickness (mm).

2. Longitudinal Reversion Test (Clause 7.4)

  • Per IS 12235 (Part 5).
  • Longitudinal reversion must be within ±5%.
  • No blisters, bubbles, or cracks allowed.
  • For socket-ended pipes, test on plain pipe section at least 100 mm from socket root.

3. Hydrostatic Pressure Test on Joints (Clause 4.7)

  • Apply pressure slowly to 0.05 MPa (0.5 bar) over 15 min.
  • Maintain pressure for at least 15 min.
  • Check for leaktightness.

These tests ensure durability, joint integrity, and dimensional stability of PVC-U pipes under pressure and temperature.

?How is the Vicat softening temperature determined and what is the minimum requirement?

Vicat Softening Temperature (VST) Determination - IS 15328

  • Test Method (Annex A):
    A standard indenter penetrates 1 mm into a PVC-U pipe specimen under a load of 50 N ± 1 N. The specimen is heated uniformly, and the temperature at 1 mm penetration is recorded as the VST (°C).

  • Specimen Preparation:
    The specimen is cut from the pipe wall and mounted horizontally under the indenter tip. For wall thickness < 2.4 mm, the tip rests on the concave surface of a non-flattened segment placed on a flattened segment. The indenter tip must be at least 3 mm from the specimen edge.

  • Minimum Requirement:
    The Vicat softening temperature shall not be less than 79°C.


Summary Table

ParameterValue
Test Load50 N ± 1 N
Indenter Penetration Depth1 mm
Heating RateUniform (as per Annex)
Minimum VST≥ 79°C
Indenter Tip Edge Distance≥ 3 mm from edge

Loading diagram...

This method ensures the PVC-U pipe's thermal performance meets IS 15328 standards.

?What marking information is required on pipes to comply with IS 15328?

To comply with IS 15328, pipe marking must include the following per Clause 12.1 and 12.2:

  • Marking should be clear, indelible, in ink/paint or hot embossed on white base.
  • Marking interval: not more than 3 m, at least once per pipe.
  • Marking must be legible without magnification and must not cause defects or reduce wall thickness by more than 0.15 mm.
  • Colour of marking as per Clause 12.3 (not detailed here).

Marking Information Required (Clause 12.2):

  • Manufacturer identification
  • Outside diameter of the pipe
  • Stiffness class
  • Batch or lot number

Optional (Clause 12.4.1):

  • Pipes may also bear the BIS Standard Mark under license.

Summary Table:

Marking ItemRequirement
Marking interval≤ 3 m, at least once per pipe
Marking methodInk/paint, hot embossing, or indentation (≤ 0.15 mm depth)
Manufacturer IDMandatory
Outside diameterMandatory
Stiffness classMandatory
Batch or lot numberMandatory
BIS Standard MarkOptional, if licensed

This ensures traceability, quality control, and compliance with IS 15328.

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