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.
Overview
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.
Audience
Contents
Structure
Scope: Covers dimensions, joint types, and performance criteria for PVC pipes and fittings with elastomeric sealing rings and solvent-cemented joints.
| Nominal Diameter (mm) | Socket dym Min | A Min (mm) | C Max (mm) | Spigot End Min (mm) | H (mm) |
|---|---|---|---|---|---|
| 110 | 110.1 | 110.4 | 61.0 | 67 | 6 |
| 125 | 125.1 | 125.4 | 68.5 | 78 | 6 |
| 160 | 160.2 | 160.4 | 86.0 | 100 | 7 |
| 200 | 200.3 | 200.6 | 106.0 | 134 | 9 |
| Nominal Diameter (mm) | Socket dam Min | A Min (mm) | C Max (mm) | Spigot End Min (mm) | H (mm) |
|---|---|---|---|---|---|
| 110 | 110.4 | 32 | 26 | 60 | 6 |
| 125 | 125.4 | 35 | 26 | 67 | 6 |
| 160 | 160.5 | 42 | 32 | 81 | 7 |
| 200 | 200.6 | 50 | 40 | 99 | 9 |
| 250 | 250.8 | 55 | 70 | 125 | 9 |
| ... | ... | ... | ... | ... | ... |
IS 15328 Key References: Dimensions & Specifications
| Nominal Diameter (mm) | Socket dym Min | A Min (mm) | C Max (mm) | Spigot End Min (mm) | H (mm) |
|---|---|---|---|---|---|
| 110 | 110.1 | 110.4 | 61.0 | 67 | 6 |
| 125 | 125.1 | 125.4 | 68.5 | 78 | 6 |
| 160 | 160.2 | 160.4 | 86.0 | 100 | 7 |
| 200 | 200.3 | 200.6 | 106.0 | 134 | 9 |
| Nominal Diameter (mm) | Socket dam Min | A Min (mm) | C Max (mm) | Spigot End Min (mm) | H (mm) |
|---|---|---|---|---|---|
| 110 | 110.4 | 32 | 26 | 60 | 6 |
| 125 | 125.4 | 35 | 26 | 67 | 6 |
| 160 | 160.5 | 42 | 32 | 81 | 7 |
| 200 | 200.6 | 50 | 40 | 99 | 9 |
IS 15328 - Key Definitions, Symbols, and Specifications
| Symbol | Meaning |
|---|---|
| dn | Nominal outside diameter |
| de | Outside diameter at any point |
| dan | Mean outside diameter |
| dem,max | Maximum mean outside diameter |
| dem,min | Minimum mean outside diameter |
| d, | Inside diameter of socket |
| dsm | Mean inside diameter of socket |
| DR | Dimension ratio |
| e | Wall thickness at any point |
| emean | Mean wall thickness |
| emax | Maximum wall thickness |
| emin | Minimum wall thickness |
| e3 | Wall thickness of groove |
| L | Effective length of pipe |
| ls | Length of spigot |
| lsc | Length of solvent cement socket |
| H | Chamfer length |
Note: Symbols A, B, C, H are illustrated in figures (refer to IS 15328).
| 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) |
|---|---|---|---|---|
| 63 | 63.0 | 63.3 | 62.2 | 63.8 |
| 75 | 75.0 | 75.3 | 74.1 | 75.9 |
| 90 | 90.0 | 90.3 | 88.9 | 91.2 |
IS 15328 — Key Material Specifications & Formulas
| Nominal Outside Diameter (mm) | Wall Thickness, e (mm) | Mean Outside Diameter (mm) Min | Max | Outside Diameter at Any Point (mm) Min | Max |
|---|---|---|---|---|---|
| 63 | 2.7 +0.41 | 63.0 | 63.3 | 62.2 | 63.8 |
| 75 | 2.8 +0.51 | 75.0 | 75.3 | 74.1 | 75.9 |
| 90 | 2.9 +0.51 | 90.0 | 90.3 | 88.9 | 91.2 |
[ DR = \frac{dn}{e} ]
Where:
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
IS 15328: Dimensions and Tolerances for Integral Sockets and Spigot Ends
| Nominal Diameter (mm) | Socket dym Min (mm) | Socket A Min (mm) | Socket C Max (mm) | Spigot End l Min (mm) | Spigot End H (mm) |
|---|---|---|---|---|---|
| 110 | 110.1 | 110.4 | 61.0 | 67 | 6 |
| 125 | 125.1 | 125.4 | 68.5 | 78 | 6 |
| 160 | 160.2 | 160.4 | 86.0 | 100 | 7 |
| 200 | 200.3 | 200.6 | 106.0 | 134 | 9 |
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] -->
IS 15328: Key Design & Construction Specifications
| Nominal Diameter (mm) | Socket dym Min (mm) | Socket A Min (mm) | Socket C Max (mm) | Spigot End 1 Min (mm) | Spigot End H (mm) |
|---|---|---|---|---|---|
| 110 | 110.1 | 110.4 | 61.0 | 67 | 6 |
| 125 | 125.1 | 125.4 | 68.5 | 78 | 6 |
| 160 | 160.2 | 160.4 | 86.0 | 100 | 7 |
| 200 | 200.3 | 200.6 | 106.0 | 134 | 9 |
| Nominal Diameter (mm) | Socket dam Min (mm) | Socket A Min (mm) | Socket C Max (mm) | Spigot End 4 Min (mm) | Spigot End H (mm) |
|---|---|---|---|---|---|
| 110 | 110.4 | 32 | 26 | 60 | 6 |
| 125 | 125.4 | 35 | 26 | 67 | 6 |
| 160 | 160.5 | 42 | 32 | 81 | 7 |
| 200 | 200.6 | 50 | 40 | 99 | 9 |
| 250 | 250.8 | 55 | 70 | 125 | 9 |
IS 15328 Mechanical Characteristics - Key Specifications & Tables
| Nominal Diameter, da (mm) | Deflection Speed (mm/min) |
|---|---|
| 100 < da ≤ 200 | 5 ± 1 |
| 200 < da ≤ 400 | 10 ± 2 |
| Pipe Diameter da (mm) | Mass (kg) | Drop Height (m) | Impact Energy (N·m) |
|---|---|---|---|
| 110 | 1.6 | 2 | 32 |
| 125 | 2.5 | 2 | 50 |
| 160 | 3.2 | 2 | 64 |
| 200 | 4.0 | 2 | 80 |
| 250 | 5.0 | 2 | 100 |
| ≥ 315 | 6.3 | 2 | 125 |
| Nominal Diameter da (mm) | Socket dam Min (mm) | A Min (mm) | C (mm) | Spigot End 4 Min (mm) | H (mm) |
|---|---|---|---|---|---|
| 110 | 110.4 | 32 | 26 |
IS 15328 — Marking of Pipes: Key Specifications
Marking Location & Frequency (Clause 12.1):
Marking Content (Clause 12.2):
Marking shall show:
Colour of Marking (Clause 12.3):
Optional Marking (Clause 12.4.1):
| Parameter | Requirement |
|---|---|
| Marking Interval | ≤ 3 m, at least once per pipe |
| Marking Method | Ink/paint, hot embossing, indentation (≤0.15 mm depth) |
| Marking Content | Manufacturer, OD, Stiffness, Batch |
| Marking Colour | Contrasting to pipe base colour |
| Optional Mark | Standard 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.
IS 15328: Jointing and Assembly Key Specifications
All dimensions in mm:
| Nominal Dia (mm) | Socket dym Min | A Min | C Max | Spigot End Min | H (Chamfer) |
|---|---|---|---|---|---|
| 110 | 110.1 | 110.4 | 61.0 | 67 | 6 |
| 125 | 125.1 | 125.4 | 68.5 | 78 | 6 |
| 160 | 160.2 | 160.4 | 86.0 | 100 | 7 |
| 200 | 200.3 | 200.6 | 106.0 | 134 | 9 |
All dimensions in mm:
| Nominal Dia (mm) | Socket dam Min | A Min | C Max | Spigot End Min | H (Chamfer) |
|---|---|---|---|---|---|
| 110 | 110.4 | 32 | 26 | 60 | 6 |
| 125 | 125.4 | 35 | 26 | 67 | 6 |
| 160 | 160.5 | 42 | 32 | 81 | 7 |
| 200 | 200.6 | 50 | 40 | 99 | 9 |
| 250 | 250.8 | 55 | 70 | 125 | 9 |
| 315 | 316.0 | 62 | 70 | 132 | 12 |
| 400 | 401.2 | 70 | 80 | 150 | 15 |
IS 15328: Testing Requirements Summary
| Nominal Outside Diameter (mm) | Number of Lines |
|---|---|
| 110, 125 | 6 |
| 140, 160, 180 | 8 |
| 200, 225, 250 | 12 |
| 280, ≥315 | 16 |
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
IS 15328: Sampling and Criteria for Conformity
| Lot Size (No. of Pipes) | Sample No. | Sample Size | Cumulative Sample Size | Acceptance Number (Ac) | Rejection Number (Re) |
|---|---|---|---|---|---|
| Up to 1,000 | 1st | 13 | 13 | 0 | 2 |
| 2nd | 13 | 26 | 1 | 2 | |
| 1,001 to 3,000 | 1st | 20 | 20 | 0 | 2 |
| 2nd | 20 | 40 | 1 | 2 | |
| 3,001 to 10,000 | 1st | 32 | 32 | 0 | 3 |
| 2nd | 32 | 64 | 3 | 4 | |
| Above 10,000 | 1st | 50 | 50 | 1 | 4 |
| 2nd | 50 | 100 | 4 | 5 |
flowchart TD
A[Start
IS 15328: Packaging and Storage - Key Specifications & Tables
| Wall Thickness, e (mm) | Conditioning Period (min) |
|---|---|
| Liquid Bath | |
| < 8.6 | 15 |
| 8.6 to 14.1 | 30 |
| Above 14.1 | 60 |
| Nominal Outside Diameter (mm) | Number of Lines |
|---|---|
| 110, 125 | 6 |
| 140, 160, 180 | 8 |
| 200, 225, 250 | 12 |
| 280, ≥ 315 | 16 |
| Nominal Diameter (mm) | Socket da (mm) | A min (mm) | C (max) (mm) | Spigot End 4 min (mm) | H (mm) |
|---|---|---|---|---|---|
| 110 | 110.4 | 32 | 26 | 60 | 6 |
| 125 | 125.4 | 35 | 26 | 67 | 6 |
| 160 | 160.5 | 42 | 32 | 81 | 7 |
| 200 | 200.6 | 50 | 40 | 99 | 9 |
IS 15328: Vicat Softening Temperature (VST) — Key Points
| Parameter | Value |
|---|---|
| Load on indenter | 50 N ± 1 N |
| Indenter penetration | 1 mm |
| Heating rate | Uniform (as per Annex A) |
| Minimum VST | 79°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.
IS 15328: Resistance to External Blows Test Method (at 0°C)
| Lot Size (Number of Pipes) | Sample Number | Sample Size | Cumulative Sample Size | Acceptance Number | Rejection Number |
|---|---|---|---|---|---|
| Up to 3,000 | First | 3 | 3 | 0 | 2 |
| Second | 3 | 6 | 1 | 2 | |
| 3,001 to 10,000 | First | 5 | 5 | 0 | 2 |
| Second | 5 | 10 | 1 | 2 | |
| 10,001 and above | First | 8 | 8 | 0 | 2 |
| Second | 8 | 16 | 1 | 2 |
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
IS 15328: Sampling Procedures Summary
| Lot Size (pipes) | Sample No. | Sample Size | Cumulative Sample Size | Acceptance No. | Rejection No. |
|---|---|---|---|---|---|
| Up to 1,000 | 1st | 13 | 13 | 0 | 2 |
| 2nd | 13 | 26 | 1 | 2 | |
| 1,001 to 3,000 | 1st | 20 | 20 | 0 | 2 |
| 2nd | 20 | 40 | 1 | 2 | |
| 3,001 to 10,000 | 1st | 32 | 32 | 0 | 3 |
| 2nd | 32 | 64 | 3 | 4 | |
| 10,001 and above | 1st | 50 | 50 | 1 | 4 |
| 2nd | 50 | 100 | 4 | 5 |
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?}
Frequently Asked
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), mm | Socket Diameter (dan Min) | Wall Thickness (ex - min) | Spigot End Length (la Min) |
|---|---|---|---|
| 63 | 63.3 | 4 mm | 40 mm |
| 75 | 75.3 | 5 mm | 45 mm |
| 90 | 90.3 | 5 mm | 55 mm |
Color coding for pipe stiffness classes:
| Class | Colour |
|---|---|
| SN 2 | Blue |
| SN 4 | Green |
| SN 8 | Brown |
This ensures dimensional compatibility and structural performance for non-pressure PVC-U pipes in drainage applications.
According to IS 15328, the recommended jointing methods for underground drainage PVC-U pipes are:
| Joint Type | Description | Key Feature |
|---|---|---|
| Solvent Cemented Joint | Heated socket end + solvent cement bonding | Permanent, rigid joint |
| Elastomeric Sealing Ring | Socket with rubber ring seals spigot end | Flexible, watertight, no solvent |
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.
According to IS 15328, PVC-U pipes must pass the following mechanical tests:
| Test Type | Temp (°C) | Duration (h) | Hoop Stress (MPa) | Requirement |
|---|---|---|---|---|
| Acceptance Test | 27 | 1 | 3.6 | No seepage or cracking |
| Type Test | 60 | 1000 | 1.0 | No bursting |
These tests ensure durability, joint integrity, and dimensional stability of PVC-U pipes under pressure and temperature.
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.
| Parameter | Value |
|---|---|
| Test Load | 50 N ± 1 N |
| Indenter Penetration Depth | 1 mm |
| Heating Rate | Uniform (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.
To comply with IS 15328, pipe marking must include the following per Clause 12.1 and 12.2:
| Marking Item | Requirement |
|---|---|
| Marking interval | ≤ 3 m, at least once per pipe |
| Marking method | Ink/paint, hot embossing, or indentation (≤ 0.15 mm depth) |
| Manufacturer ID | Mandatory |
| Outside diameter | Mandatory |
| Stiffness class | Mandatory |
| Batch or lot number | Mandatory |
| BIS Standard Mark | Optional, if licensed |
This ensures traceability, quality control, and compliance with IS 15328.
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