IS 7834 Part 11987AI Search Enabled✦ AI Generated

injection moulded PVC socket fittings with solvent cement joints for water supplies, Part 1: General requirements

IS 7834 Part 1 (1987) specifies the general requirements for injection moulded PVC socket fittings with solvent cement joints used in potable water supply systems. It covers materials, dimensions, manufacturing quality, testing methods, and marking to ensure compatibility with PVC pipes as per IS 4985-1988. This standard is essential for manufacturers, quality inspectors, and engineers involved in the design, production, and installation of PVC piping systems for water distribution.

12Sections
73Clauses Indexed
AI Search Ready
1987Edition
Plastic Piping SystemCategory
Alternative search terms: IS 7834 Part 1 PDF, IS 7834 Part 1 pdf free download, IS 7834 Part 1 free download pdf, IS7834Part1 PDF, IS-7834-Part-1 PDF, IS 7834 Part 1 1987 PDF, IS 7834 Part 1:1987 PDF, IS 7834 Part 1-1987 PDF, IS 7834 Part 1 (1987) PDF, IS 7834 Part 1 1987 edition PDF, IS 7834 Part 1 edition 1987 PDF

What This Standard Covers

IS 7834 Part 1 (1987) specifies the general requirements for injection moulded PVC socket fittings with solvent cement joints used in potable water supply systems. It covers materials, dimensions, manufacturing quality, testing methods, and marking to ensure compatibility with PVC pipes as per IS 4985-1988. This standard is essential for manufacturers, quality inspectors, and engineers involved in the design, production, and installation of PVC piping systems for water distribution.

Who Uses This Standard

  • PVC pipe and fitting manufacturers
  • Quality control engineers
  • Water supply system designers
  • Civil and plumbing engineers
  • Testing laboratories
  • Procurement specialists for water infrastructure
  • Regulatory compliance officers

Key Topics Covered

Material composition and additives for PVC fittings
Dimensional requirements including socket length and diameter
Tolerance limits for socket inside diameter and out-of-roundness
Mechanical strength and minimum thickness criteria
Type and lot testing procedures for conformity
Stress relief and hydraulic pressure testing methods
Opacity requirements for fitting walls
Effect of fittings on water quality and toxic substance limits
Sampling plans and acceptance criteria for lot inspection
Marking and identification requirements
Compatibility with IS 4985 PVC pipes
Test specimen preparation and conditioning
Solvent cement joint performance standards
Definitions and terminology related to socket fittings

Table of Contents

1Scope

IS 7834 Part 1 - Scope: Key Specifications & Formulas

Scope Summary:

  • Applies to socket fittings for plastic pipes.
  • Manufacturer must provide test reports if requested (Clause 2.2.5).
  • Defines socket dimensions, tolerances, and sampling for quality control.

Key Formulas (Socket Dimensions):

Given:

  • ( D ) = diameter at mid-point of socket length
  • ( L ) = socket length
  • ( \alpha ) = total included taper angle

Calculate:

  • Diameter at mouth, ( D_i = D - L \tan(\alpha/2) )
  • Diameter at root, ( D_r = D + L \tan(\alpha/2) )

Socket Dimension Tolerances (Table 1 excerpt):

Nominal Size (mm)Min Socket Length (mm)Mean Inside Diameter at Mid-point (mm) MinMax
161416.116.3
503150.150.3
11061110.1110.4
315163.5315.4316.0

Out-of-Roundness Tolerance (Clause 5.1.3):

  • Max out-of-roundness = lesser of:
    • (0.007 \times D)
    • 0.2 mm

Sampling & Acceptance (Table 2):

Lot Size RangeSample SizeAcceptance Number (A)Acceptance Number (B)
Up to 150300
501 to 10001310
10,001 to 35,0005032
150,001+12575

This standard ensures dimensional accuracy and quality control for plastic pipe fittings, critical for leak-proof joints and system reliability.

2Materials

Key Specifications & Formulas for Materials (IS 7834 Part 1 - 1987)

1. Socket Dimensions (Clause 5.1.2 & Table 1)

  • Mean inside diameter at mid-point of socket length must be within specified min & max limits.
  • Socket taper angle:
    • For pipe sizes 16 to 75 mm: max included taper angle = 0° 40'
    • For pipe sizes ≥ 90 mm: max included taper angle = 0° 30'
Nominal Size (mm)Min Socket Length (mm)Mean Socket Internal Diameter at Mid-Point (mm)
161416.1 – 16.3
201620.1 – 20.3
.........
315163.5315.4 – 316.0

(Refer to full table in Clause 5.1.2 for all sizes)

2. Socket Diameter Calculation

[ D_i = D - L \tan \frac{x}{2}, \quad D_r = D + L \tan \frac{x}{2} ]

  • (D) = Mean diameter at mid-point of socket length
  • (D_i) = Diameter at socket mouth
  • (D_r) = Diameter at socket root
  • (L) = Socket length
  • (x) = Total included taper angle

3. Material Testing (Appendix C)

  • Total exposed surface area for extraction tests must exceed 200 cm².
  • Tests can be on internal surfaces or complete fitting.
  • Manufacturer must provide test reports if requested (Clause 2.2.5).

Summary Diagram: Socket Dimension Parameters

graph LR
A[Socket Length (L)] --> B[Mid-point Diameter (D)]
B --> C[Diameter at Mouth (D_i)]
B --> D[Diameter at Root (D_r)]
C & D --> E[Taper Angle (x)]

Note: Manufacturer-specific tooling is recommended for precise socket diameter measurement due to tight tolerances and taper control.

3Size of Fitting

IS 7834 Part 1: Size of Fitting - Key Formulas and Table


1. Socket Length (L)

Minimum socket length is given by:

[ L = 0.5D + 6 \text{ mm}, \quad \text{minimum } 12 \text{ mm} ]

  • L = Socket length (mm)
  • D = Nominal inside diameter of fitting (mm)

2. Socket Diameter Taper Calculation

At mid-point of socket length:

[ D_i = D - L \tan(\theta/2), \quad D_o = D + L \tan(\theta/2) ]

  • (D) = Diameter at mid-point of socket length
  • (D_i) = Diameter at mouth (smaller end)
  • (D_o) = Diameter at root (larger end)
  • (L) = Socket length
  • (\theta) = Total included taper angle
    • For 16 to 75 mm pipes: max (0^\circ 40')
    • For ≥90 mm pipes: max (0^\circ 30')

3. Mean Socket Internal Diameter Limits (at mid-point)

Nominal Size (mm)Min Diameter (mm)Max Diameter (mm)
1616.116.3
2020.120.3
2525.125.3
3232.132.3
4040.140.3
5050.150.3
6363.163.3
7575.175.3
9090.190.3
110110.1110.4
125125.1125.4
140140.1140.5
4Minimum Thickness

IS 7834 Part 1 - Minimum Thickness & Socket Dimensions

Key Formulas:

  • Minimum Socket Length (L):
    [ L = 0.5D + 6 \text{ mm (minimum 12 mm)} ]
    where,

    • (D) = Nominal inside diameter of fitting (pipe OD per IS 4985-1988)
  • Socket Diameter Taper:
    [ D_i = D - L \tan(\theta/2), \quad D_r = D + L \tan(\theta/2) ]
    where,

    • (D) = Diameter at mid-point of socket length
    • (D_i) = Diameter at mouth
    • (D_r) = Diameter at root
    • (L) = Socket length
    • (\theta) = Total included taper angle (pipe size 16-75 mm: max 0°40'; ≥90 mm: max 0°30')

Table 1: Socket Dimensions (Mean Internal Diameter at Mid-Point & Minimum Socket Length)

Nominal Size (mm)Min Socket Length (mm)Min Diameter (mm)Max Diameter (mm)
161416.116.3
201620.120.3
251925.125.3
............
315163.5315.4316.0

(Refer to full table in IS 7834 Part 1 for all sizes)


Notes:

  • The mean inside diameter is the average of two perpendicular diameters at the socket mid-point.
  • Taper angle ensures proper socket fit without excessive interference.
  • Minimum socket length ensures structural integrity and proper joint strength.
  • Stress relief test (Clause 6.1) ensures no blistering or cracking under test.

flowchart LR
    A[Nominal Diameter D] --> B[Calculate Socket Length L = 0.5D + 6
5Socket Length and Diameter at Mid-Point of Socket Length

IS 7834 Part 1 (1987) - Socket Length & Diameter Key Points


1. Socket Length (L)

[ L = 0.5D + 6 \text{ mm (minimum 12 mm)} ]

  • D = nominal inside diameter of fitting (pipe outside diameter per IS 4985-1988).
  • Minimum socket length is 12 mm regardless of calculation.

2. Socket Diameter at Mid-Point (Mean Inside Diameter)

  • Defined as the average of two diameters measured at 90° at socket midpoint.
  • Diameter tapers from mouth (Di) to root (Dₐ) with included taper angle (α).
  • Formulas:
    [ D_i = D - L \tan(\alpha/2), \quad D_a = D + L \tan(\alpha/2) ]
  • Taper angle limits:
    • 16–75 mm pipe: max 0°40'
    • ≥90 mm pipe: max 0°30'

3. Table 1: Socket Dimensions (mm)

Nominal Size (mm)Min Socket Length (L)Min Mean Diameter (D)Max Mean Diameter (D)
161416.116.3
201620.120.3
251925.125.3
322232.132.3
402640.140.3
503150.150.3
............
315163.5315.4316.0

4. Out-of-Roundness Tolerance

[ \text{Max} = \max(0.007D, 0.2 \text{ mm}) ]


Summary Diagram

6Tests and Performance Requirements

IS 7834 Part 1: Tests and Performance Requirements Summary

1. Out-of-Roundness Tolerance (Clause 5.1.3)

  • Maximum out-of-roundness (Max diameter - Min diameter) of socket inside diameter shall be:
    • 0.007 × D (D = nominal diameter), or
    • 0.2 mm if 0.007D < 0.2 mm

2. Water Quality Effect Limits (Clause 6.3 & Appendix C)

SubstanceMaximum Concentration in Test Solution (mg/litre)
Lead (first extraction)1.0
Lead (third extraction)0.3
Dialkyl tin Cs and higher homologues (as Sn, third extraction)0.02
Other toxic substances (third extraction)0.01
  • Fittings must not adversely affect water composition beyond these limits.

3. Test Reporting (Clause 2.2.5)

  • Manufacturer shall provide test reports upon purchaser's request.

4. Number of Tests and Conformity Criteria (Clause 7.2.3)

  • Specific number of tests and acceptance criteria are defined to ensure conformity but require reference to the full clause for detailed values.

flowchart LR
    A[Fittings Manufactured] --> B{Tests Required?}
    B -- Yes --> C[Perform Tests]
    C --> D[Check Out-of-Roundness]
    C --> E[Check Water Toxicity Limits]
    D --> F{Within Limits?}
    E --> F
    F -- Yes --> G[Conformity Report to Purchaser]
    F -- No --> H[Reject / Reprocess]

Use this summary as a quick reference for IS 7834 Part 1 testing and performance requirements.

7Inspection and Testing

IS 7834 Part 1: Inspection & Testing Key Points


1. Short Term Hydraulic Test (Clause 6.4, Appendix D)

  • Apply internal hydraulic pressure of 4.2 ± 0.2 times the normal pressure for at least 1 hour on the fitting.
  • Purpose: Check for leaks and structural integrity.

2. Test Reporting (Clause 2.2.5)

  • Manufacturer must provide a test report to the purchaser/user if requested.
  • Report includes results of all tests conducted on fittings.

3. Sampling & Acceptance (Clause 7.2.2, Table 2)

Lot Size (Number of Fittings)Sample SizeAcceptance Number (A)Acceptance Number (B)
Up to 150300
151 to 300500
301 to 500800
501 to 1,0001310
1,001 to 3,0002010
3,001 to 10,0003221
10,001 to 35,0005032
35,001 to 150,0008053
150,001 and above12575
  • Acceptance Number (A) and (B) define permissible defective fittings for lot acceptance.
  • Sampling ensures quality conformity per lot.

Summary Formula for Hydraulic Test Pressure:

[ P_{test} = (4.2 \pm 0.2) \times P_{normal} ]

Where:

  • (P_{test}) = Test pressure applied (MPa or bar)
  • (P_{normal}) = Normal operating pressure of fitting

This ensures fittings meet strength and leak-tightness requirements before supply.

8Marking

IS 7834 Part 1 - 1987: Marking of PVC Fittings

Key Marking Requirements (Clause 8.1 & 8.2)

  • Marking Location: On a prominent place visible after installation.
  • Marking Content:
    • Manufacturer’s identification mark (mandatory).
    • Standard Mark (optional, if fitting conforms to specific or general requirements).

Additional Notes

  • Standard Mark: Can be applied only if fittings meet relevant part requirements or general standards.
  • Test Reports: Manufacturer shall provide test result reports to purchaser if requested (Clause 2.2.5).

Typical Marking Format

Marking ElementDescription
Manufacturer’s MarkLogo or name for traceability
Standard MarkBIS Standard Mark (if applicable)
Size/TypeFitting size or type identification
Material GradePVC grade or specification code

Summary Diagram of Marking Placement

flowchart LR
    A[Fitting Surface] --> B[Marking Area]
    B --> C{Visible After Installation?}
    C -->|Yes| D[Manufacturer's Mark]
    C -->|Yes| E[Standard Mark (optional)]
    C -->|Yes| F[Size/Type]

For detailed marking specifications, refer to the Bureau of Indian Standards documentation associated with IS 7834 Part 1.

Appendix AStress Relief Test

IS 7834 Part 1: Stress Relief Test Key Points

Stress Relief Test (Clause 6.1 & Appendix A)

  • Purpose: Detect blisters, delamination, cracking, or weldline splitting in specimens.
  • Acceptance: Weldlines may become more pronounced but no failure signs allowed.

Test Setup (Clause 3.3 & Appendix A)

  • Specimens must be suspended or placed freely to avoid external force constraints.
  • Use 3 random specimens of the fitting type and size.

Test Medium (Appendix A-1.I)

  • Oven method: Heat specimens in an air-oven.
  • Alternative bath method: Use polyethylene glycol, glycerol, or mineral oil (aromatic hydrocarbon-free).

Procedure Summary

StepDetails
Number of specimens3
Test mediumAir-oven or bath (polyethylene glycol, glycerol, mineral oil)
Specimen placementSuspended or freely placed to avoid external stress
Acceptance criteriaNo blisters, excessive delamination, cracking, or weldline splitting

Interpretation (Clause D-4)

  • No visible failure signs after test → specimen passes.
  • Weldline prominence alone ≠ failure.
flowchart LR
    A[Select 3 specimens] --> B{Place specimens}
    B -->|Suspended or free| C[Test in oven or bath]
    C --> D[Observe specimens]
    D --> E{Failures?}
    E -->|No| F[Pass]
    E -->|Yes| G[Fail]

This test ensures structural integrity under thermal stress without external constraint effects.

Appendix BTest for Opacity

IS 7834 Part 1 - Test for Opacity (Clause 6.2)

Apparatus Required:

  • Electric lamp (source of light)
  • Photoelectric cell
  • Spot light galvanometer

Test Method (Appendix B):

  • Measure initial galvanometer deflection (D₁) with light source.
  • Place the fitting wall between the light source and photoelectric cell.
  • Measure galvanometer deflection again (D₂).
  • Calculate percentage light transmitted:

[ \text{Opacity} = \left(\frac{D_2}{D_1}\right) \times 100% ]

Acceptance Criteria:

  • The fitting wall shall not transmit more than 0.2% of visible light.
  • Hence, opacity ≥ 99.8%.

Summary Table:

ParameterSymbolDescriptionLimit
Initial galvanometer deflectionD₁Without test specimenMeasured value
Second galvanometer deflectionD₂With test specimenMeasured value
Percentage light transmitted(D₂/D₁)×100%Visible light transmitted (%)≤ 0.2%

Notes:

  • This test ensures the fitting walls are effectively opaque.
  • Use calibrated galvanometer and stable light source for accurate readings.
flowchart LR
    A[Electric Lamp] --> B[Photoelectric Cell]
    B --> C[Galvanometer]
    subgraph Test Setup
    D[Fitting Wall] --> B
    end

This setup measures light transmission through the fitting wall to verify opacity.

Appendix CTest for Effect on Water

IS 7834 Part 1 — Test for Effect on Water (Clause 6.3 & Appendix C)

Key Limits for Extracted Substances (in mg/litre)

SubstanceLimit (ppm by mass)
Lead (1st extraction)1.0
Lead (3rd extraction)0.3
Dialkyl tin C & higher homologues (3rd ext.)0.02
Other toxic substances (3rd extraction)0.01

Test Procedure Summary (Appendix C)

  • Specimen Surface Area: ≥ 200 cm² total surface area exposed (combine fittings if needed).
  • Pre-treatment: Immerse in running tap water for 6 hours; rinse with distilled water (IS 1070-1977).
  • Extraction: Conduct multiple extractions; analyze toxic substances in the test solution.

Concentration Calculation Formula

[ C = \frac{e \times S_2}{S_1 \times V} ]

Where:

  • (C) = concentration (ppm by mass) of toxic substances
  • (e) = mass extracted (mg)
  • (S_1) = total surface area exposed in test (cm²)
  • (S_2) = surface area exposed in service (cm²)
  • (V) = volume of water in service (litres)

Summary

  • Ensure toxic substances do not exceed specified ppm limits after 1st and 3rd extractions.
  • Use formula above to scale lab results to real service conditions.
  • Follow Appendix C for specimen prep and test execution.
flowchart TD
    A[Prepare Specimen\n(Surface area ≥ 200 cm²)] --> B[Immerse in Running Tap Water\nfor 6 hours]
    B --> C[Rinse with Distilled Water]
    C --> D[Conduct Extraction Tests]
    D --> E[Analyze Toxic Substances Concentration]
    E --> F{Concentration ≤ Limits?}
    F -- Yes --> G[Pass]
    F -- No --> H[Fail]

This ensures fittings are safe and do not contaminate water supply.

Appendix DShort-Term Hydraulic Test

IS 7834 Part 1 – Short-Term Hydraulic Test (Clause 6.4, Appendix D)

Key Specifications:

  • Test Pressure:
    ( P_{test} = (4.2 \pm 0.2) \times P_{working} )
    where ( P_{working} ) = normal working pressure.

  • Duration:
    The fitting shall withstand the test pressure for 1 hour without failure.

Test Setup (Clause D-3.1):

  • One free end of the pipe/fitting is connected to hydraulic pressure equipment.
  • Other end(s) must be closed/sealed properly to ensure pressure build-up.

Summary Table:

ParameterValue
Test Pressure(4.2 \pm 0.2) × Working Pressure
Test Duration1 hour
Test Specimen SetupOne end pressurized, other ends sealed

Important Notes:

  • The pressure equipment must reliably apply and maintain the specified pressure.
  • No leakage, deformation, or failure is allowed during the test.
flowchart LR
    A[Test Specimen] --> B{One end connected to pressure equipment}
    A --> C{Other end(s) sealed}
    B --> D[Apply \(4.2 \times P_{working}\) pressure]
    D --> E[Maintain for 1 hour]
    E --> F{No failure or leakage}

This ensures the fitting’s integrity under elevated hydraulic pressure conditions per IS 7834 Part 1.

Popular Questions About IS 7834 Part 1

?What are the required material properties and additives for injection moulded PVC socket fittings under IS 7834 Part 1?

Material Properties and Additives for Injection Moulded PVC Socket Fittings (IS 7834 Part 1):

  • Base Material: The fitting must be made substantially of polyvinyl chloride (PVC).
  • Additives: Only those additives are permitted that:
    • Facilitate manufacture of sound pipes with good surface finish.
    • Enhance mechanical strength and opacity.
    • Do not cause toxic hazards.
    • Do not impair fabrication, welding, or chemical/physical properties.
  • Restrictions: Additives must be used in quantities that do not:
    • Constitute a toxic hazard.
    • Materially impair fabrication or welding.
    • Impair chemical and physical properties of the fitting.

This ensures compatibility with PVC pipes per IS 4985-1988 and maintains safety for potable water supplies.


Summary Table of Key Material Requirements

PropertyRequirement
Base PolymerPolyvinyl Chloride (PVC)
AdditivesOnly those aiding manufacture, strength, opacity
ToxicityNo toxic hazard from additives
Fabrication & WeldingNo impairment due to additives
Chemical/PhysicalProperties must remain unimpaired

This aligns with the standard's focus on safety, durability, and compatibility with solvent cement joints for potable water piping.

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?How are the socket dimensions and tolerances defined for compatibility with IS 4985 PVC pipes?

Socket Dimensions & Tolerances for IS 4985 PVC Pipes (IS 7834 Part 1:1987)

  • Socket size designation: By socket inside diameter matching pipe outside diameter per IS 4985.
  • Minimum socket thickness: 3 mm.
  • Socket length: Minimum specified (no tolerance).
  • Socket internal diameter at mid-point: Defined as the mean of two diameters measured at 90° to each other.

Key Dimensions from Table 1 (in mm):

Nominal SizeMin Socket LengthMin Mean Internal Dia.Max Mean Internal Dia.
161416.116.3
503150.150.3
11061110.1110.4
315163.5315.4316.0

Taper Angle Limits:

  • For 16 to 75 mm: max total included taper angle = 0°40'
  • For 90 mm and above: max total included taper angle = 0°30'

Diameter at socket mouth (Di) and root (Dr) can be calculated by:

[ D_i = D - L \tan(\theta/2), \quad D_r = D + L \tan(\theta/2) ]

Where:

  • (D) = diameter at mid-point
  • (L) = socket length
  • (\theta) = total included taper angle

This ensures compatibility and solvent cement joint integrity between IS 7834 fittings and IS 4985 PVC pipes.

?What testing methods ensure the mechanical strength and pressure resistance of these fittings?

Testing Methods for Mechanical Strength & Pressure Resistance (IS 7834 Part 1):

  • Short-Term Hydraulic Test (Clause 6.4 & Appendix D):

    • Fittings, solvent welded to a ≥250 mm pipe section, are subjected to 4.2 times the working pressure for 1 hour.
    • No failure (leakage, fracture, deterioration) should occur.
  • Specimen Preparation (Clause 2.1):

    • The pipe section must withstand at least 4.2 times the normal pressure.
    • Allow ≥24 hours for joint setting before testing.
  • Type Testing (Clause 7.1.1):

    • Conduct tests on 3 random samples per size/class/design for mechanical compliance.
    • For strength tests, use the smallest size and lowest class fittings (thinnest wall).
  • Acceptance Criteria (Clause 4.1):

    • No signs of leakage, fracture, or failure during and after the test.
    • Repeat test if pipe bursts or joints leak.

Summary Table

Test TypePressure LevelDurationSample SizeAcceptance Criteria
Short-Term Hydraulic4.2 × working pressure1 hour3 samplesNo leakage/fracture/deterioration
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This ensures fittings meet mechanical strength and pressure resistance requirements per IS 7834 Part 1.

?How does the standard address the potential leaching of toxic substances into potable water?

IS 7834 Part 1 addresses potential leaching of toxic substances into potable water in Clause 6.3 and related appendices as follows:

Key Requirements on Toxic Substance Limits:

SubstanceLimit (mg/liter)Limit (ppm by mass)
Lead (First extraction)1.01.0
Lead (Third extraction)0.30.3
Dialkyl tin C & higher homologues (Third)0.020.02
Other toxic substances (Third extraction)0.010.01

Testing Procedure:

  • Toxic substances are extracted from fittings' internal surfaces by repeated 48-hour water exposures (three extractions).
  • Concentrations are measured using methods from IS 3025-1964 or equivalent standards.
  • Average values from triplicate samples are reported in mg/liter.
  • Concentrations are calculated using:

[ C = \frac{e \times V}{S_1 \times S_2} ]

Where:

  • (C) = concentration (ppm)
  • (e) = mass extracted (mg)
  • (S_1) = test surface area
  • (S_2) = service surface area
  • (V) = volume of water (liters)

Summary:

  • The fittings must not exceed specified toxic limits after the first and third extractions.
  • This ensures safe potable water with minimal leaching of hazardous metals or compounds.
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This procedure ensures compliance with health safety by limiting toxic leaching from fittings into drinking water

?What are the sampling and acceptance criteria for lot inspection of PVC socket fittings?

Sampling and Acceptance Criteria for PVC Socket Fittings (IS 7834 Part 1, Clause 7.2.2 & 7.2.3)

  • Sampling size depends on lot size as per Table 2:
Lot Size (No. of fittings)Sample SizeAcceptance Number (A)Acceptance Number (B)
Up to 150300
151 to 300500
301 to 500800
501 to 1,0001310
1,001 to 3,0002010
3,001 to 10,0003221
10,001 to 35,0005032
35,001 to 150,0008053
150,001 and above12575
  • Inspection: Each sampled fitting is checked for compliance with Clauses 4.1, 5.1, and 6.1.
  • Acceptance:
    • If defective fittings ≤ Acceptance Number (A), lot is accepted.
    • If rejected, a retest with same sample size is done; defective fittings must be ≤ Acceptance Number (B) for final acceptance.
  • Testing: Specimens must meet requirements in Clause 6.4 after 24 hours setting; if failed, retest after 10 days setting.

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