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Asbestos Cement Pressure Pipes and Joints

IS 1592:2003 specifies requirements for asbestos cement pressure pipes and joints used primarily for water supply under pressure. It covers pipe classification, dimensions, physical and mechanical characteristics, joint types, and acceptance testing protocols. This standard is essential for manufacturers, purchasers, and engineers involved in the design, selection, testing, and installation of asbestos cement pressure pipes in India.

12Sections
80Clauses Indexed
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2003Edition
Cement Matrix ProductsCategory
Alternative search terms: IS 1592 PDF, IS 1592 pdf free download, IS 1592 free download pdf, IS1592 PDF, IS-1592 PDF, IS 1592 2003 PDF, IS 1592:2003 PDF, IS 1592-2003 PDF, IS 1592 (2003) PDF, IS 1592 2003 edition PDF, IS 1592 edition 2003 PDF

What This Standard Covers

IS 1592:2003 specifies requirements for asbestos cement pressure pipes and joints used primarily for water supply under pressure. It covers pipe classification, dimensions, physical and mechanical characteristics, joint types, and acceptance testing protocols. This standard is essential for manufacturers, purchasers, and engineers involved in the design, selection, testing, and installation of asbestos cement pressure pipes in India.

Who Uses This Standard

  • Civil Engineers
  • Water Supply Engineers
  • Pipeline Designers
  • Quality Control Inspectors
  • Manufacturers of Asbestos Cement Pipes
  • Purchasing Agents for Water Infrastructure
  • Construction Project Managers

Key Topics Covered

Classification of asbestos cement pressure pipes by hydraulic test pressure
Nominal diameters and dimensional tolerances
Physical and mechanical characteristics including bursting and crushing strength
Types of joints: asbestos cement couplings and cast iron detachable joints
Marking and identification requirements on pipes
Sealing characteristics and joint performance under pressure
Acceptance tests including hydraulic pressure tightness and bursting tests
Inspection by sampling and quality assurance procedures
Guidelines for pipe selection relative to external loads and internal pressure
Manufacturing and testing protocols
Handling of pipes with nominal diameters exceeding 1000 mm
Safety factors and compliance with related IS standards

Table of Contents

1Scope

IS 1592 - Scope: Key Formulas, Tables & Specifications

1. Tolerances on Pipes (Clause 1.5)

ParameterTolerance
Outer diameter+6.0 mm / -0
Length+3 mm / -0
Thickness+3 mm / -0
Weight+5% / -0%

2. External Diameter of Finished Ends (Clause 2.5)

  • Nominal diameter ( d = ) specified nominal diameter.
  • For pipes > 500 mm, internal diameter checked at 3 points per end (60° apart), accuracy ±1 mm.
  • None of six measured diameters < allowed by formula.

3. Nominal Wall Thickness Tolerances (Clause 2.5c)

Nominal Thickness (mm)Lower Tolerance (mm)
≤ 10-1.0
>10 to ≤ 20-1.5
>20 to ≤ 30-2.0
>30 to ≤ 60-3.0
>60 to ≤ 90-3.5
>90-4.0
  • Plus tolerance is free (no upper limit).
  • Thickness at any point ≥ nominal - tolerance.
  • Average thickness ≥ nominal; max 10% samples with negative tolerance.

4. Length Tolerances (Clause 2.5d)

  • Length tolerance: +3 mm / -0 mm.

5. Straightness Deviation (Optional Test, Clause 2.5e)

Nominal Diameter (mm)Max Deviation ( f ) (mm)Max Deviation ( j ) (mm)
50 to 1505.5 × length6.5 × length
200 to 4004.5 × length5.5 × length
450 to 10003.0 × length4.0 × length

6. Dimensions & Weight of AC Couplings (Clause 4

2Classification of Pipes

Classification of Pipes as per IS 1592

1. Classes Based on Works Hydraulic Test Pressure (Table 1)

ClassWorks Hydraulic Test Pressure, TP (MPa)
101.0
151.5
202.0
252.5
  • Pipes up to 1000 mm nominal diameter are classified by TP.
  • Hydraulic working pressure (WP) ≤ 50% of TP.
  • Total WP including surge ≤ 75% of TP.

2. Pressure Relationships (Table 2)

Nominal Diameter (mm)BP/TPBP/WP
50 to 10024
125 to 2001.753.5
250 to 10001.53
  • BP = Bursting Pressure
  • TP = Works Hydraulic Test Pressure
  • WP = Hydraulic Working Pressure

3. Nominal Diameters (Table 3)

Nominal Diameter (mm)Nominal Diameter (mm)
50400
60450
80500
100600
125700
150750
200800
250850
300900
3501000

4. Pipes Over 1000 mm Diameter

  • Not classified by standard classes.
  • Designed per purchaser's data and specific pipeline requirements.
  • Must account for crushing loads per relevant IS guidelines.

Summary:

  • Select pipe class based on Table 1 TP values.
  • Ensure WP ≤ 0.5 TP and total WP including surge ≤ 0.75 TP.
  • Use Table 2 for pressure safety factors (BP/TP and BP/WP).
  • For pipes > 1000 mm, design is project-specific.
3Dimensions and Tolerances

IS 1592: Dimensions & Tolerances Summary


1. Tolerances on Pipe Dimensions (Clause 1.5 & 2.5)

ParameterTolerance
Outer Diameter+6.0 mm / -0 mm
Length+3 mm / -0 mm
Thickness+3 mm / -0 mm
Weight+5% / -0%
  • For wall thickness at jointing surfaces, negative tolerances vary by thickness:
Nominal Thickness (mm)Negative Tolerance (mm)
≤ 10-1.0
10 < t ≤ 20-1.5
20 < t ≤ 30-2.0
30 < t ≤ 60-3.0
60 < t ≤ 90-3.5
> 90-4.0
  • Plus tolerance is free (no upper limit).

2. External Diameter Tolerances at Pipe Ends (Clause 3.4.1.4)

Nominal Diameter (mm)Tolerance (± mm)
50 to 3000.6
350 to 5000.8
600 to 7001.0
750 to 10001.5

3. Straightness Deviation Limits (Optional Test, Clause 2.5 e)

Nominal Diameter (mm)Max Deviation f (mm)Max Deviation j (mm)
50 to 1505.5 * l6.5 * l
200 to 4004.5 * l5.5 * l
450 to 10003.0 * l4.0 * l

l = length of pipe segment tested


4. **AC Couplings Dimensions & Weights

4Physical and Mechanical Characteristics

IS 1592: Physical and Mechanical Characteristics Summary

1. Tolerances (Clause 1.5)

ParameterToleranceUnit
Outer Diameter+6.0 / -0mm
+3 (unspecified)
Length-0mm
Thickness+3 / -0mm
Weight+5% / -0%%

2. Mechanical Characteristics (Clause 3.4.3)

  • Unit strength from tests (3.5(a)(2), (3), (4)) must meet or exceed specified values.
  • For non-immersed specimens, minimum unit bursting strength = 24 N/mm² (based on manufacturing diameter if different from nominal).

3. Geometrical Characteristics (Clause 4.2.1)

  • Specifies dimensional accuracy and shape requirements (not detailed here).

Key Formula:

Bursting Strength (σ_b) = Load at failure / Cross-sectional area

Where:

  • Cross-sectional area = π × (d_o × t) (approximate for thin-walled pipes)
  • d_o = outer diameter
  • t = thickness

flowchart LR
    A[Manufacturing] --> B[Dimensional Tolerances]
    B --> C[Mechanical Testing]
    C --> D[Unit Strength ≥ Specified Values]
    D --> E[Acceptance / Rejection]

Summary: Ensure dimensional tolerances as per Clause 1.5, and verify mechanical strength ≥ 24 N/mm² for non-immersed specimens per Clause 3.4.3. Use manufacturing diameter for calculations if different from nominal.

5Joints and Sealing Requirements

IS 1592: Joints and Sealing Requirements - Key Points

1. Sealing Characteristics (Clause 4.2.2)

  • Joints must withstand the specified hydraulic test pressure even at the maximum angular deviation recommended.
  • Test pressure as per Clause 3.5(a)(1) (typically the design pressure or higher for safety).

2. Fluid Considerations (Clause 7.1)

  • Manufacturer must be informed of the fluid type to ensure compatibility of joint rings.
  • Special tests for chemical resistance may be required depending on fluid nature.

3. Verification by Sampling (Clause 5.2.1)

  • Sealing and mechanical properties can be verified by sampling tests upon request.

4. Dimensional Tolerances (Clause 3.4.1.4)

  • The pipe section with rubber rings must meet external diameter tolerances.
  • Ends must be free from irregularities to maintain water tightness.
  • End shapes are manufacturer-defined to suit joint type.

Typical Joint Sealing Test (Hydraulic Pressure)

ParameterValue/Requirement
Test Pressure≥ Design pressure (see 3.5(a)(1))
Angular DeviationMax recommended by manufacturer
LeakageNo visible leakage under test conditions

Summary Diagram: Joint Sealing Test Setup

flowchart LR
    A[Pipe with Rubber Ring] --> B[Assembled Joint]
    B --> C[Apply Hydraulic Pressure]
    C --> D{Max Angular Deviation?}
    D -->|Yes| E[Test for Leakage]
    D -->|No| F[Adjust Angle]
    E --> G{Leakage?}
    G -->|No| H[Pass]
    G -->|Yes| I[Fail - Redesign/Repair]

Note: Always refer to manufacturer specs for angular deviation and ring material compatibility per fluid conveyed.

6Marking and Identification

IS 1592: Marking and Identification Key Points

1. Marking Requirements (Clause 3.6.1)

Each pipe must be legibly and indelibly marked with:

  • Source of manufacture
  • Date of manufacture and batch number
  • Nominal diameter
  • Class of pipe
  • Pictorial warning sign as per IS 12081 (Part 2)

2. BIS Certification (Clause 3.6.2)

  • Pipes may carry the BIS Standard Mark indicating compliance.

3. Tolerances on Dimensions (Clause 1.5)

ParameterTolerance
Outer diameter+6.0 mm / -0 mm
Length+3 mm / -0 mm
Thickness+3 mm / -0 mm
Weight+5% / -0%

4. Verification (Clause 5.1.2)

  • Appearance, geometry, and marking must be verified on each consignment item.

Summary Diagram: Marking Information on Pipe

graph TD
    A[Pipe] --> B[Source of Manufacture]
    A --> C[Date & Batch Number]
    A --> D[Nominal Diameter]
    A --> E[Class of Pipe]
    A --> F[Pictorial Warning (IS 12081 Pt.2)]
    A --> G[BIS Mark (optional)]

This ensures traceability, quality control, and safety compliance.

7Acceptance Tests and Inspection

IS 1592: Acceptance Tests and Inspection Key Points

1. Measurement Specifications (Clause 6.0)

  • Internal Diameter: Average of measurements at 3 places.
  • Thickness: Average of 3 places excluding groove section.
  • Weight: Weight per piece in kg.

2. Acceptance Tests (Annex C)

  • Test Types: Specified by purchaser at order (e.g., internal hydraulic pressure tightness).
  • Test Scheduling: By mutual agreement; tests must complete before delivery and within 4 weeks of sampling.
  • Access: Purchaser has right to inspect/testing at manufacturer's premises.
  • Cost Responsibility:
    • Manufacturer pays for compulsory and initially ordered optional tests.
    • Purchaser pays for additional optional tests by agreement.
  • Inspection:
    • Can be 100% or by sampling.
    • If sampling indicates failure, 100% inspection may be required.
  • Certificates:
    • Manufacturer issues test certificates if purchaser is absent during testing.

3. Summary Table for Inspection & Testing

AspectDetails
Internal DiameterAverage of 3 places
ThicknessAverage of 3 places (excluding groove)
WeightPer piece in kg
Test Completion TimeBefore delivery, max 4 weeks after sampling
Inspection Type100% or sampling; 100% if sampling fails
Cost BearingManufacturer for compulsory/initial optional tests; purchaser for extra tests
flowchart TD
    A[Order Placement] --> B{Tests Required?}
    B -- Yes --> C[Schedule Tests]
    C --> D[Conduct Tests]
    D --> E{Tests Passed?}
    E -- Yes --> F[Delivery]
    E -- No --> G[Re-inspection or 100% Inspection]
    G --> D
    F --> H[Manufacturer Issues Certificate]

This ensures quality compliance and traceability per IS 1592 requirements.

8Sampling Procedures

IS 1592: Sampling Procedures & Specifications Summary

Sampling & Inspection (Clause 5.2 & 5.2.3)

  • Sampling follows IS 7639 procedure for inspection and acceptance.
  • Each inspection lot must have items of same diameter and class.
  • For diameters > 1000 mm, purchaser-manufacturer agreement is mandatory.

Tolerances (Clause 1.5)

ParameterTolerance
Outer diameter+6.0 mm / -0 mm
Outer diameter+3 mm / -0 mm
Length-0 mm
Thickness+3 mm / -0 mm
Weight+5% / -0%

Measurement Notes (Clause 6.0)

  • Internal diameter: Average of 3 places.
  • Thickness: Average of 3 places (excluding groove section).
  • Weight: Per piece in kg.

Acceptance Tests (Annex C)

  • Tests agreed at ordering; purchaser informs manufacturer.
  • Purchaser access to test sites and stock for inspection.
  • Manufacturer bears cost of compulsory and order-specified tests.
  • Sampling inspection can replace 100% inspection, but failing lots require full inspection.
  • All tests completed before delivery and within 4 weeks of sampling.
  • Manufacturer provides a certificate after testing.

flowchart TD
    A[Order Placement] --> B[Sampling as per IS 7639]
    B --> C{Diameter > 1000 mm?}
    C -- Yes --> D[Agreement between purchaser & manufacturer]
    C -- No --> E[Proceed with sampling]
    E --> F[Tests as agreed]
    F --> G{Pass?}
    G -- Yes --> H[Lot Accepted]
    G -- No --> I[100% inspection on failing characteristics]
    I --> J{Pass?}
    J -- Yes --> H
    J -- No --> K[Lot Rejected]

This summary ensures compliance with IS 1592 sampling and acceptance criteria.

9Manufacturing Requirements

IS 1592: Manufacturing Requirements Summary


1. Dimensional Tolerances (Clause 1.5 & 2.5)

ParameterToleranceNotes
Outer diameter+6.0 mm / -0 mm
Length+3 mm / -0 mm
Thickness+3 mm / -0 mmAt non-groove sections
Weight+5% / -0%Weight per piece in kg
Wall thickness (lower deviation)See table belowOn jointing surfaces at pipe ends

Wall Thickness Tolerances:

Nominal Thickness (mm)Lower Tolerance (mm)
Up to 10-1.0
>10 to 20-1.5
>20 to 30-2.0
>30 to 60-3.0
>60 to 90-3.5
>90-4.0
  • Plus tolerance is free.
  • Thickness at any point ≥ nominal thickness minus tolerance.
  • Average thickness of samples ≥ nominal thickness; max 10% can have negative tolerance.

2. Internal Diameter Measurement (Clause 6.0 & 2.5)

  • Average internal diameter measured at 3 places per end, spaced ~60° apart.
  • Accuracy ±1 mm.
  • None of the six measured diameters shall be smaller than allowed by the formula.

3. Straightness (Optional Test, Clause 2.5)

Nominal Diameter (mm)Max Deviation f (mm)Max Deviation j (mm)
50 to 1505.5 × L6.5 × L
200 to 4004.5 × L5.5 × L
450 to 10003.0 × L4.0 × L

L = length of the pipe


4. **Acceptance Tests

10Guidelines for Selection and Installation

IS 1592: Guidelines for Selection and Installation of Asbestos Cement Pipes


Key Specifications and Tolerances

1. Pipe Dimensions

  • External Diameter (d): Nominal diameter as per clause 2.5.
  • Internal Diameter Check (for pipes > 500 mm):
    Measure 3 diameters at each end at 60° apart; none should be smaller than allowed by formula with ±1 mm accuracy.

2. Wall Thickness Tolerances

Nominal Thickness (mm)Lower Tolerance (mm)
Up to 10-1.0
10 to 20-1.5
20 to 30-2.0
30 to 60-3.0
60 to 90-3.5
Over 90-4.0
  • Plus tolerance is free.
  • Thickness at any point ≥ nominal thickness minus tolerance.
  • Average thickness of samples ≥ nominal thickness; max 10% with negative tolerance.

3. Length Tolerances

  • At least 90% pipes must be standard length (± tolerance).
  • Remaining pipes ≥ 2 m.
  • Total length supplied ≥ length ordered.
  • Short length pipes tested same as standard length.

4. Straightness Deviation (Optional Test)

Nominal Diameter (mm)Max Deviation f (mm)Max Deviation j (mm)
50 to 1505.5 × l6.5 × l
200 to 4004.5 × l5.5 × l
450 to 10003.0 × l4.0 × l

l = length considered for straightness


Additional Guidelines

  • Special Applications: Specify aggressive water/soil conditions to manufacturer for material/treatment advice.
  • Safety: Delivery must include safety rules sheet as per IS 11769 (Part 1).
  • Acceptance Tests: Internal hydraulic pressure test mandatory for acceptance.
  • Short Length Pipes: Additional joints supplied free if short pipes are delivered.

11Safety and Compliance

IS 1592: Safety and Compliance Key Points

1. Tolerances on AC Couplings (Clause 1.5)

ParameterTolerance
Outer Diameter+6.0 mm / -0 mm
Length+3 mm / -0 mm
Thickness+3 mm / -0 mm
Weight+5% / -0%

2. Dimensions & Weight of AC Couplings (Annex B, Clause 4.1.3)

Diameter/ClassInternal Dia (mm)Thickness (mm)Outer Dia (mm)Length (mm)Weight (kg/piece)
50/10,1573.016.5106.01601.36
100/20130.520.5171.51602.81
200/25257.534.5326.518010.05
500/20576.547.5671.522035.80
1000/251181.099.51380.0220152.13

(Refer to full table in Clause 4.1.3 for all sizes)

3. Mechanical Characteristics (Clause 3.4.3)

  • Couplings must meet specified mechanical strength and dimensional accuracy.
  • Compliance with ICS 23.040.50; 91.100.40 ensures durability and safety.

Summary:

  • Dimensional tolerances ensure proper fit and performance.
  • Weight and size tables guide selection and quality control.
  • Mechanical specs guarantee safety under operational loads.
flowchart TD
    A[AC Coupling] --> B{Check Dimensions}
    B -->|Within Tolerance| C[Accept]
    B -->|Out of Tolerance
12Annexes and References

IS 1592 - Annexes & References Summary

Key Tables & Specifications:

ParameterDefinition/Spec
Internal DiameterAverage of 3 measurements at different places
ThicknessAverage of 3 measurements (excluding groove)
WeightWeight per piece in kg

Tolerances (Clause 1.5):

DimensionTolerance
Outer diameter+6.0 mm / -0 mm
Length+3 mm / -0 mm
Thickness+3 mm / -0 mm
Weight+5% / -0%

Annex B: Dimensions & Weight of AC Couplings (Sample)

Diameter/ClassInternal Dia (mm)Thickness (mm)Outer Dia (mm)Length (mm)Weight (kg)
50/10,1573.016.5106.01601.36
100/20130.520.5171.51602.81
300/25370.541.5453.518016.97
600/20690.554.5799.522048.91

(Refer to Annex B for full table)

Annex C: Acceptance Tests

  • Tests must be agreed upon at order.
  • Internal hydraulic pressure test per 3.5(a)(1).
  • Purchaser access for inspection.
  • Manufacturer bears costs for compulsory and agreed optional tests.
  • Sampling inspection allowed, with 100% inspection if lot tends to reject.
  • Tests completed before delivery, max 4 weeks post-sampling.
  • Manufacturer’s certificate required.

Annex A: Referenced Indian Standards (Sample)

IS No.Title
269 : 1989Specification for 33 Grade Ordinary Portland Cement
5913 : 2003Methods

Popular Questions About IS 1592

?What are the classification criteria for asbestos cement pressure pipes under IS 1592?

Classification Criteria for Asbestos Cement Pressure Pipes under IS 1592 (2003):

IS 1592 classifies asbestos cement pressure pipes primarily based on:

  • Pipe Thickness and Pressure Rating: Pipes are grouped into classes depending on the thickness, which correlates with the pressure they can withstand. (Note: Classes like Class 5, Class 5 TP, and Class 10 TP have been deleted; Class 1.0 is eliminated for sizes ≥ 200 mm due to field issues.)

  • Material Composition: Pipes must be made from a homogeneous mixture of asbestos fiber and specific grades of Portland cement (IS 269, 8112, 12269, 8041, 455, 1489, or 12330). Up to 40% ground silica or pozzolana can replace cement; up to 5% other fibers allowed.

  • Size and Length: Standard lengths with tolerance; at least 90% pipes must be standard length (see Clause 5.2.4).

  • Special Applications: For aggressive water/ground conditions, special materials or treatments may be specified.

Summary Table:

Classification BasisDetails
Pipe Thickness & PressureClasses based on thickness; some classes deleted
CompositionAsbestos + specified Portland cement grades; silica/pozzolana allowed
LengthStandard length ≥ 90% of supply; minimum 2 m for short pipes
Special ConditionsMaterial/treatment for aggressive environments

For detailed thickness and pressure class tables, refer to IS 1592 Clause 5 (not fully provided here).

Loading diagram...

Note: Refer to IS 1592 and IS 5913 for detailed test methods and thickness requirements.

?Which types of joints are specified for asbestos cement pressure pipes?

According to IS 1592, the specified joints for asbestos cement pressure pipes are:

  • Asbestos cement coupling with rubber sealing rings (primary joint type for normal pipe connections).
  • Cast iron detachable joints with rubber sealing rings and bolts/nuts (used mainly for breakage repair, maintenance, construction joints, or special fittings).

Key points from clauses 4.1.1 to 4.1.3:

  • Asbestos cement couplings must conform to composition and dimensional requirements (see Annex B).
  • The joint must be flexible and withstand the specified hydraulic pressure while allowing for maximum angular deviation as per manufacturer.
  • Cast iron detachable joints are secondary and used in special cases.

Summary Table:

Joint TypeUsageFeatures
Asbestos cement couplingNormal pipe jointingRubber sealing ring, flexible
Cast iron detachable jointRepairs, maintenance, special jointsRubber sealing ring, bolts/nuts

This ensures pressure tightness, flexibility, and ease of maintenance for asbestos cement pressure pipe systems.

?What are the required mechanical strength parameters for these pipes?

IS 1592 Mechanical Strength Parameters for Pipes:

  • Unit Bending Strength (Clause 24.5):
    Minimum 24.5 N/mm² for pipes ≤ 150 mm nominal diameter.

  • Minimum Unit Bursting Strength (Clause 3.4.3.1):

    • For pipes ≤ 1200 mm diameter: 22 N/mm²
    • For pipes > 1200 mm diameter: Can be reduced by up to 20% by agreement, maintaining safety factors.
  • Minimum Unit Transverse Crushing Strength (Clause 3.4.3.2):

    • For pipes ≤ 1200 mm diameter: 44 N/mm²
    • For pipes > 1200 mm diameter: Can be reduced by up to 20% by agreement, maintaining safety factors.
  • Pressure Relationships (Table 2, Clause 3.2.1):

Nominal Diameter (mm)BP/TP (Bursting Pressure / Test Pressure)BP/WP (Bursting Pressure / Working Pressure)
50 to 10024
125 to 2001.753.5
250 to 10001.53
  • Notes:
    • Hydraulic working pressure ≤ 50% of test pressure.
    • Total working pressure including surge ≤ 75% of test pressure.
    • Pipes >1000 mm diameter designed per purchaser's requirements and guidelines.

Loading diagram...
?How are acceptance tests conducted and what tests are mandatory?

IS 1592 Acceptance Tests Overview

Acceptance tests ensure pipe quality and are conducted at the manufacturer's works on matured pipes. The number of samples follows IS 7639.

Mandatory (Compulsory) Tests:

  1. Works Hydraulic Pressure Tightness Test

    • Applies to all pipes.
    • For pipes >1000 mm diameter, alternative agreed methods allowed.
    • Method: IS 5913.
  2. Hydraulic Pressure Bursting Test

    • For all diameters.
    • Method: IS 5913.
    • Sample size: IS 7639.
  3. Transverse Crushing Test

    • For all diameters.
    • Method: IS 5913.
    • Sample size: IS 7639.
  4. Longitudinal Bending Test

    • Limited to pipes ≤150 mm diameter.
    • Method: IS 5913.
    • Sample size: IS 7639.

Optional Tests (Purchaser's Request):

  • Hydraulic Pressure Bursting Non-Immersed Test at purchaser’s store (IS 5913, IS 7639).

Additional Notes:

  • If purchaser is absent during tests, manufacturer must provide a certificate of compliance (Clause 6.1).
  • For orders without acceptance tests, passing the internal hydraulic pressure tightness test and meeting specified requirements suffices (Clause 5.1.2).

Loading diagram...

This ensures pipes meet IS 1592 quality standards before delivery.

?What marking information must be present on each pipe according to the standard?

According to IS 1592 Clause 3.6.1, each pipe must be legibly and indelibly marked with:

  • Source of manufacture (manufacturer's name or trademark)
  • Date of manufacture and batch number
  • Nominal diameter of the pipe
  • Class of pipe (e.g., Class 5, 10, 15, 20, 25, etc.)
  • Pictorial warning sign as per IS 12081 (Part 2)

Additionally, per Clause 3.6.2, pipes may carry the BIS Certification Mark.

Summary Table of Marking Information

Marking ItemDescription
ManufacturerSource of manufacture
Date & Batch NumberManufacturing date and batch ID
Nominal DiameterSize designation
Class of PipePipe pressure/strength class
Warning SignAs per IS 12081 (Part 2)
BIS Mark (optional)Standard certification mark

This ensures traceability, quality, and safety compliance for the pipes.

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