IS 83741977AI Search Enabled✦ AI Generated

Bitumen Mastic, Anti-Static and Electrically Conducting Grade

IS 8374:1977 specifies the requirements and test methods for bitumen mastic designed to be anti-static and electrically conducting. This standard applies to bitumen mastic used in flooring and surfaces where control of static electricity is critical to safety, ensuring uniform electrical conductance and resistance within defined limits. It is essential for engineers and professionals involved in the design, manufacture, and quality control of anti-static flooring materials in industrial and commercial environments.

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117Clauses Indexed
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1977Edition
Flooring Wall Finishing and RoofingCategory
Alternative search terms: IS 8374 PDF, IS 8374 pdf free download, IS 8374 free download pdf, IS8374 PDF, IS-8374 PDF, IS 8374 1977 PDF, IS 8374:1977 PDF, IS 8374-1977 PDF, IS 8374 (1977) PDF, IS 8374 1977 edition PDF, IS 8374 edition 1977 PDF

What This Standard Covers

IS 8374:1977 specifies the requirements and test methods for bitumen mastic designed to be anti-static and electrically conducting. This standard applies to bitumen mastic used in flooring and surfaces where control of static electricity is critical to safety, ensuring uniform electrical conductance and resistance within defined limits. It is essential for engineers and professionals involved in the design, manufacture, and quality control of anti-static flooring materials in industrial and commercial environments.

Who Uses This Standard

  • Civil Engineers
  • Flooring Material Manufacturers
  • Quality Control Engineers
  • Safety Engineers
  • Electrical Engineers
  • Construction Project Managers
  • Material Testing Laboratories

Key Topics Covered

Definition and classification of anti-static and electrically conducting bitumen mastic
Physical and chemical properties of bitumen used
Bitumen content requirements in mastic
Electrical resistance limits and measurement methods
Hardness testing procedures and apparatus
Sampling and conformity criteria
Surface preparation for testing
Test methods for electrical resistance and hardness
Storage and labeling requirements
Application considerations for anti-static flooring
Quality assurance and test result interpretation
Safety considerations for static electricity control

Table of Contents

1Scope

IS 8374 Scope - Key Specifications & Tables

1. Bitumen Properties (Table 1)

CharacteristicRequirementTest Method (IS Ref.)
Softening point (Ring & Ball)65 to 100 °CIS:1205-1958
Penetration at 25°C (1/100 cm)5 to 20IS:1203-1958
Ductility at 27°C (min cm)2IS:1208-1958
Loss on heating (%) (max)0.3IS:1212-1958
Solubility in CS2 (%) (min)99IS:1216-1958
  • Typical binders: Industrial bitumen grades 90/15 & 75/15 (IS:702-1961).

2. Aggregates & Fillers Gradation (Table 2)

Passing IS SieveRetained on IS Sieve% by Mass
75 micron-45 to 55 (filler)
212 micron75 micron10 to 30
600 micron212 micron10 to 30
2.36 mm600 micron5 to 20
-2.36 mmNil

3. Labelling Requirements (Clause 7.5)

  • Identification must include: sample number, material type, binder & aggregate type, specifications, mixing plant, dates (mixing, laying, sampling), site details, number/thickness of courses, foundation nature, surface treatment, and tests required.

This ensures quality control and traceability for bituminous materials under IS 8374.

2Definitions

IS 8374 - Key Definitions & Specifications Summary

Definitions (Clause 2.0)

  • Definitions as per IS 334-1965 apply.
  • Additional definitions are specific to bitumen mastic materials and apparatus.

Bitumen Specifications (Clause 3.1, Table 1)

CharacteristicRequirementTest Method (IS)
Softening point (Ring & Ball)65 to 100 °CIS 1205-1958
Penetration at 25°C (1/100 cm)5 to 20IS 1203-1958
Ductility at 27°C (min cm)2IS 1208-1958
Loss on heating (%) max0.3IS 1212-1958
Solubility in CS2 (%) min99IS 1216-1958

Typical bitumen grades: 90/15 and 75/15 per IS 702-1961.


Aggregates & Fillers Grading (Clause 3.2, Table 2)

Sieve PassingRetained On% by Mass
75 micron-45 to 55 (filler)
212 micron75 micron10 to 30
600 micron212 micron10 to 30
2.36 mm600 micron5 to 20
-2.36 mmNil

Apparatus (Clause 2.1)

  • Apparatus must accurately meet test requirements.
  • Fig. 1 (not shown) illustrates a typical apparatus setup.

flowchart TD
    A[Bitumen] --> B[Softening Point 65-100°C]
    A --> C[Penetration 5-20 (1/100 cm)]
    A --> D[Ductility ≥ 2 cm]
    A --> E[Loss on Heating ≤ 0.3%]
    A --> F[Solubility ≥ 99%]
    G
3Materials

IS 8374 - Materials: Key Specifications and Tables

1. Bitumen (Clause 3.1, Table 1)

PropertyRequirementTest Method (IS)
Softening Point (Ring & Ball)65 to 100 °CIS: 1205-1958
Penetration at 25°C (1/100 cm)5 to 20IS: 1203-1958
Ductility at 27°C (min, cm)≥ 2IS: 1208-1958
Loss on Heating (%) (max)0.3IS: 1212-1958
Solubility in CS2 (%) (min)99IS: 1216-1958

Typical binders: Industrial bitumen grades 90/15 and 75/15 per IS: 702-1961.


2. Aggregates and Fillers (Clause 3.2, Table 2)

Sieve Passing (IS Sieve)Retained On (IS Sieve)% by Mass
75 micron-45 to 55 (filler)
212 micron75 micron10 to 30
600 micron212 micron10 to 30
2.36 mm600 micron5 to 20
-2.36 mmNil

Aggregates and fillers must be inert.


Notes:

  • Bitumen properties ensure durability and performance.
  • Gradation controls mastic texture and strength.
  • Testing instruments must meet accuracy and voltage specs (Clause 2.1).
  • Electrical resistance testing (Clause 6.2 & Appendix C) applies to floor coverings, ensuring safety.
flowchart LR
    A[Bitumen] --> B[Softening Point: 65-100°C]
    A --> C[Penetration: 5-20 (1/100 cm)]
    A --> D[Ductility: ≥ 2 cm]
   
4Requirements

IS 8374: Key Requirements for Bitumen and Aggregates

1. Bitumen Physical Properties (Table 1)

CharacteristicRequirementTest Method (IS)
Softening Point (Ring & Ball)65 to 100 °CIS:1205-1958
Penetration at 25°C (1/100 cm)5 to 20IS:1203-1958
Ductility at 27°C (min, cm)≥ 2IS:1208-1958
Loss on Heating (%) (max)0.3IS:1212-1958
Solubility in CS2 (%) (min)99IS:1216-1958
  • Industrial bitumen grades 90/15 and 75/15 per IS:702-1961 satisfy these.

2. Aggregates and Fillers Grading (Table 2)

Sieve Designation (IS)% Passing by Mass
75 micron (filler)45 to 55
212 micron10 to 30
600 micron10 to 30
2.36 mm5 to 20
> 2.36 mmNil
  • Aggregates/fillers must be inert and conform to above gradings.

3. Conformity Criteria (Clause 7.4)

  • A representative lab sample must pass all tests for the lot to conform.

Summary Diagram: Bitumen & Aggregate Requirements

flowchart TD
    A[Bitumen] --> B[Softening Point: 65-100°C]
    A --> C[Penetration: 5-20 (1/100 cm)]
    A --> D[Ductility ≥ 2 cm]
    A --> E[Loss on Heating ≤ 0.3%]
    A --> F[Solubility ≥ 99%]

    G[Aggregates & Fillers] --> H[75 micron: 45-55%]
    G --> I[212 micron: 10-30%
5Hardness Number

IS 8374: Hardness Number - Key Points & Formula

Definition (Clause A-1.1)

  • Hardness Number (HN) = Depth of penetration (in hundredths of cm) of a flat-ended steel rod (6.35 mm diameter) into mastic.
  • Load = 31.7 kg applied for 1 minute at 35 ± 0.5°C.
  • Load corresponds to 100 kg/cm² pressure.

Sample Preparation (Clause A-3.1.1)

  • Mastic samples: ≥100 mm diameter, 25 mm thick.
  • Samples taken in duplicate, float finished.
  • No remelting allowed.

Test Procedure (Clause A-3.1.2)

  • Cool samples ≥3 hours in air or ≥1 hour in cold water.
  • Condition samples at 35 ± 0.5°C water for ≥1 hour before test.
  • Maintain temperature during test.

Test Readings (Clause A-3.1.5)

  • Minimum 5 readings, ≥25 mm apart and from edges.
  • Reject readings >2 units from mean.
  • Average remaining readings; if <4 valid readings, discard sample.

Apparatus (Fig.1)

  • Steel rod indenter (6.35 mm diameter)
  • Lever applying 31.7 kg load
  • Calibrated dial for penetration depth reading

Summary Formula

[ \text{Hardness Number (HN)} = \text{Penetration depth in hundredths of cm} ]


Important Notes:

  • Hardness number is a direct measure of penetration depth under specified load and temperature.
  • Ensures uniformity and quality control of mastic materials.
flowchart LR
    A[Sample Preparation] --> B[Conditioning at 35°C]
    B --> C[Indentation Test]
    C --> D[Multiple Readings]
    D --> E{Readings Valid?}
    E -- Yes --> F[Average Hardness Number]
    E -- No --> G[Discard Sample]

This concise framework ensures reliable and repeatable hardness testing per IS 8374.

6Test Procedures

IS 8374: Test Procedures - Key Points

1. Bitumen Physical Properties (Table 1, Clause 3.1)

CharacteristicRequirementTest Method (IS Ref)
Softening point65 to 100°CIS:1205-1958 (Ring & Ball)
Penetration at 25°C5 to 20 (1/100 cm)IS:1203-1958
Ductility at 27°CMin 2 cmIS:1208-1958
Loss on heatingMax 0.3%IS:1212-1958
Solubility in CS2Min 99%IS:1216-1958

2. Electrical Resistance Test (Clause 2.1 & 6.2)

  • Use insulation tester with 500 V DC (or 1000 V DC for >10^6 ohms).
  • Accuracy: ±5%, max power dissipation 3 W.
  • Apply voltage for minimal time to avoid overheating.
  • Test at 27 ± 2°C, RH < 70%.
  • Use liquid electrodes on two 25 mm² areas, spaced 50 ± 6 mm apart.
  • Measure resistance after 15 min to 2 hours of sample preparation.

3. Sampling & Conformity (Clause 7.4)

  • Test representative laboratory sample.
  • Lot conforms if all tests pass.

Summary Diagram: Test Setup for Electrical Resistance

graph LR
A[Surface to be tested] --> B[Apply liquid electrodes (25 mm²)]
B --> C[Apply metal contacts]
C --> D[Measure resistance across 50 ± 6 mm gap]
D --> E[Record resistance after 15 min to 2 hrs]

Note: Follow referenced IS methods for detailed test procedures.

7Sampling and Criteria for Conformity

IS 8374: Sampling and Criteria for Conformity

1. Criteria for Conformity (Clause 7.4)

  • A laboratory sample representing the lot must be tested for all specified requirements.
  • The lot conforms if the sample passes all tests.

2. Sampling & Testing Procedure (Clause 6.2)

  • Apply liquid electrodes and metal contacts as per Appendix B & C immediately after surface prep.
  • Maintain sample at 27 ± 2°C, RH < 70%.
  • Perform resistance test between 15 minutes and 2 hours after preparation.
  • Avoid moisture contamination (no breathing on samples).

3. Bitumen Physical Properties (Table 1, Clause 3.1)

PropertyRequirementTest Method (IS)
Softening Point (°C)65 to 100IS:1205-1958
Penetration (1/100 cm at 25°C)5 to 20IS:1203-1958
Ductility (cm at 27°C)Min 2IS:1208-1958
Loss on Heating (%)Max 0.3IS:1212-1958
Solubility in CS2 (%)Min 99IS:1216-1958

4. Labelling Requirements (Clause 7.5)

Samples must be labeled with detailed info such as:

  • Authority, sample number, material & binder type
  • Mixing plant location, date of mixing/laying
  • Sampling site, position, number/thickness of courses
  • Foundation & surface treatment nature
  • Tests to be performed

flowchart TD
    A[Sample Preparation] --> B[Apply Electrodes & Contacts]
    B --> C[Condition at 27 ±2°C & RH < 70%]
    C --> D[Resistance Test (15 min - 2 hrs)]
    D --> E{Test Results}
    E -->|Pass All| F[Lot Conforms]
    E -->|Fail Any| G[Lot Does Not Conform]

Summary: Test a representative sample for all requirements under controlled conditions

8Marking and Storage

IS 8374: Marking and Storage Key Points

Marking Requirements (Clauses 7.5, 8.1, 8.2)

  • On Specimens:
    • Must be adequately identified with a label referencing a schedule containing:
      • Name & address of authority
      • Sample number
      • Material, binder, aggregate types
      • Specification compliance
      • Mixing plant details
      • Dates (mixing, laying, sampling)
      • Site & position of sampling
      • Number/thickness of courses
      • Foundation and surface treatment nature
      • Tests to be performed
  • On Stored Blocks (Clause 8.1):
    • Date of manufacture and manufacturer’s name must be cast into the block.

BIS Certification Mark (Clauses 8.2, 8.2.1)

  • Use of the Standard Mark is regulated by BIS Act, 1986.
  • Manufacturers must obtain a license from BIS to use the Standard Mark.
  • Marking facilitates traceability and quality assurance.

Summary Table for Marking Information

ItemDetails Required
AuthorityName & address
Sample NumberUnique identification
Material & Binder TypeType of materials used
Specification ComplianceRelevant IS code or standard
Mixing Plant & LocationName and address
Dates (Mixing, Laying, Sampling)Exact or approximate dates
Site & Sampling PositionLocation details
Course DetailsNumber and nominal thickness
Foundation & Surface TreatmentDescription if applicable
Tests to be ConductedList of required tests

flowchart TD
    A[Manufacture of Block] --> B[Marking: Date & Manufacturer]
    B --> C[Storage]
    C --> D[Sampling & Labelling]
    D --> E[Testing Laboratory]
    E --> F[Results & Certification]

This ensures traceability from manufacture to testing and certification.

Appendix AHardness Testing Method

IS 8374: Hardness Testing Method – Key Points

Sample Preparation (Clause 3.1.1)

  • Sample size: ≥ 100 mm diameter or 100 cm² area, thickness 25 mm.
  • Samples taken directly from mixer, no remelting.
  • Samples must be uniform in thickness and level.

Test Temperature (Clause A-3.1.2)

  • Cool sample ≥ 3 hours in air or ≥ 1 hour in cold running water.
  • Then immerse in water at 35 ± 0.5°C for ≥ 1 hour before testing.
  • Maintain this temperature during testing.

Hardness Number Definition (Clause 1.1)

  • Hardness number = depth (in hundredths of cm) of penetration by a 6.35 mm diameter steel rod under a 31.7 kg load applied for 1 minute at 35°C.
  • Load corresponds to 100 kg/cm² pressure.

Test Procedure & Results (Clause 3.1.5)

  • Take ≥ 5 readings at points ≥ 25 mm apart and ≥ 25 mm from edges.
  • Average the readings.
  • Reject any reading differing by > 2 hardness units from mean.
  • If fewer than 4 valid readings remain, discard sample and retest.

Apparatus (Fig. 1 Key Parts)

  • Indentor pin spindle (D)
  • Calibrated dial (M)
  • Weight system (B, C)
  • Temperature controls (R)
  • Support and adjusting nuts (G, K, L)

Summary Table: Hardness Test Parameters

ParameterValue
Indentor diameter6.35 mm
Load applied31.7 kg
Test temperature35 ± 0.5 °C
Sample thickness25 mm
Minimum test points5
Minimum spacing25 mm apart, 25 mm from edge
Cooling before test≥ 3 hrs air / ≥ 1 hr water
Immersion before test≥ 1 hr at 35 ± 0.5 °C

flowchart TD
    A[Sample Preparation] --> B[Cooling: 3 hrs air or 1
Appendix BTesting Instruments and Electrodes

IS 8374 — Testing Instruments and Electrodes: Key Specifications

Liquid Electrodes (Appendix B, Clause 1.1.1)

  • Composition by parts:
    • Water: 200
    • Soft soap: 1
    • Potassium chloride: 10

Testing Instruments (Appendix B, Clause 2.1)

  • Use insulation tester with:
    • Nominal open circuit voltage: 500 V DC (standard)
    • For resistance > 10^6 ohms, use 1000 V DC
  • Accuracy: ±5%
  • Power dissipation: ≤ 3 W in specimen
  • Voltage application: Only as long as necessary to avoid overheating

Test Setup (Appendix C)

  • Apply liquid electrodes on two areas (~25 mm² each)
  • Distance between facing edges: 50 ± 6 mm
  • Metal contacts applied on wetted areas
  • Measure resistance after conditioning at 27 ± 2°C, RH < 70%, wait 15 min to 2 hours

Summary Table

ParameterValue
Liquid electrode mixWater: 200, Soap: 1, KCl: 10 parts
Test voltage500 V DC (standard), 1000 V DC (high resistance)
Accuracy±5%
Power dissipation≤ 3 W
Electrode area~25 mm²
Electrode spacing50 ± 6 mm
Conditioning temp/RH27 ± 2°C / < 70% RH
Conditioning time15 min to 2 hours

flowchart LR
    A[Prepare surface] --> B[Apply liquid electrodes (25 mm²)]
    B --> C[Apply metal contacts on wetted areas]
    C --> D[Condition at 27±2°C, RH <70%, 15 min to 2 hrs]
    D --> E[Measure resistance with insulation tester]

This ensures accurate and standardized electrical resistance testing of floor covering materials per IS 8374.

Appendix CResistance Test Procedure

IS 8374: Resistance Test Procedure for Electrical Conductance of Floor Covering Material


Key Specifications & Procedure (Clause 6.2 & Appendix C)

  • Surface Preparation: Clean surface, apply liquid electrodes (Appendix B) on two areas (~25 mm² each) on the same surface.
  • Electrode Spacing: Distance between facing edges = 50 ± 6 mm.
  • Environmental Conditions: Test at 27 ± 2°C, relative humidity < 70%.
  • Waiting Time: Perform resistance test after 15 minutes to 2 hours post electrode application.
  • Avoid Moisture: No breathing on samples during test to prevent moisture effects.

Testing Instruments (Clause 2.1 & Appendix B)

ParameterSpecification
Voltage for resistance ≤ 10⁶ Ω500 V DC nominal open circuit voltage
Voltage for resistance > 10⁶ Ω1000 V DC nominal open circuit voltage
AccuracyWithin ±5%
Power Dissipation≤ 3 W in specimen
Test DurationMinimum time necessary to avoid overheating

Resistance Range (Clause 5.2)

  • Acceptable Electrical Resistance: Between 5 × 10⁴ Ω and 2 × 10⁶ Ω.

Summary Diagram of Test Setup

graph LR
A[Surface] -->|Apply liquid electrodes| B[Two areas ~25 mm²]
B -->|Distance 50 ± 6 mm| C[Metal contacts]
C --> D[Resistance Measurement]
D --> E[Check if within 5x10⁴ Ω to 2x10⁶ Ω]

Notes

  • Use insulation tester as per IS 8374 Appendix B.
  • Avoid moisture contamination.
  • Test on one surface only.

This ensures reliable measurement of electrical conductance per IS 8374 standards.

Popular Questions About IS 8374

?What are the electrical resistance requirements for anti-static and electrically conducting bitumen mastic?

According to IS 8374, the electrical resistance requirements for anti-static and electrically conducting bitumen mastic are:

  • For anti-static purposes, the electrical resistance through the product should be less than 10^8 ohms throughout its useful life.
  • A minimum resistance of 5 × 10^4 ohms is suggested to ensure adequate protection against fire and electric shock at voltages up to 250 V.
  • The bitumen mastic achieves conductivity by incorporating carbon black of conductive grade (e.g., graphite) into the bitumen.

Summary of Electrical Resistance Limits:

PropertyElectrical Resistance (Ohms)
Maximum for anti-static< 10^8 (100 million)
Minimum for safety≥ 5 × 10^4 (50,000)

This range ensures a safe discharge path, preventing static buildup and electrical hazards.

Loading diagram...

This standard aligns with BS 2050:1961 for conductive polymeric materials.

?Which physical properties of bitumen are specified in IS 8374 for mastic production?

According to IS 8374 for bitumen mastic production, the specified physical properties of bitumen are:

PropertyRequirementTest Method (IS)
Softening Point (Ring & Ball)65 to 100 °CIS 1205-1958
Penetration at 25°C (1/100 cm)5 to 20IS 1203-1958
Ductility at 27°C (minimum, cm)≥ 2IS 1208-1958
Loss on Heating (max, %)0.3IS 1212-1958
Solubility in Carbon Disulphide (min, %)≥ 99IS 1216-1958

Notes:

  • Industrial bitumen grades 90/15 and 75/15 per IS 702-1961 typically satisfy these criteria.
  • These properties ensure the bitumen's suitability for mastic with anti-static and electrically conducting characteristics.

This ensures durability, workability, and performance of the mastic in practical applications.

?How is the hardness of bitumen mastic tested according to this standard?

According to IS 8374, the hardness of bitumen mastic is tested as follows:

Test Method (Appendix A & Clause 5.1)

  • Hardness number is the depth (in hundredths of cm) a flat-ended steel rod (diameter 6.35 mm) penetrates the mastic.
  • Load applied: 31.7 kg (equivalent to 100 kg/cm²) for 1 minute.
  • Test temperature: 35 ± 0.5°C.
  • Hardness number range: 4 to 12 at 35°C (unless otherwise agreed).

Sample Preparation (Clause A-3.1.1)

  • Mastic is filled directly from the mixer into moulds ≥ 100 mm diameter or 100 mm² area.
  • Thickness: 25 mm.
  • Samples cooled ≥ 3 hours in air or ≥ 1 hour in cold running water.
  • Then immersed in water at 35 ± 0.5°C for ≥ 1 hour before testing.

Apparatus (Fig. 1)

  • Indentation pin with lever mechanism to apply load.
  • Calibrated dial to measure penetration depth.

Summary Table

ParameterValue
Indentor diameter6.35 mm
Load31.7 kg (100 kg/cm²)
Load duration1 minute
Test temperature35 ± 0.5 °C
Sample size≥ 100 mm diameter, 25 mm thick
Hardness number range4 to 12
Loading diagram...

This method ensures consistent hardness evaluation of bitumen mastic as per IS 8374.

?What sampling methods are recommended to ensure conformity of bitumen mastic batches?

To ensure conformity of bitumen mastic batches as per IS 8374, the following sampling methods are recommended:

Sampling from Mastic Cooker (Clause 7.2)

  • A lot is the entire quantity from a single cooker charge (Clause 7.1).
  • Withdraw 5 increments of at least 2 kg each during discharge at:
    • Beginning of discharge
    • After 1/4 discharge
    • After 1/2 discharge
    • After 3/4 discharge
    • End of discharge
  • Mix these increments to form a composite sample for testing.

Sampling from Cast Blocks (Clause 7.3)

  • Randomly select 5 blocks from the lot.
  • Break each block and take pieces (~2 kg) from different positions to represent the block.
  • Combine pieces from all blocks to form a 10 kg composite sample for laboratory testing.

This systematic sampling ensures representativeness across the entire batch, capturing variability in the material.

Loading diagram...

This method assures a representative sample for quality control of bitumen mastic.

?How should the surface be prepared before conducting electrical resistance tests?

Surface Preparation for Electrical Resistance Test (IS 8374 - Clause 6.1 & 6.2):

  • Clean the surface by rubbing with dry Fuller's earth using a clear cotton wool pad.
  • Take care not to strain or damage the material during cleaning.
  • Immediately after cleaning, apply liquid electrodes and metal contacts as per Appendix B and C.
  • Maintain the test environment at 27 ± 2℃ and relative humidity < 70%.
  • Avoid breathing on the sample before and during the test to prevent moisture interference.
  • Conduct the resistance test between 15 minutes to 2 hours after surface preparation.

This ensures accurate and reliable electrical resistance measurement by minimizing surface contamination and moisture effects.

Loading diagram...

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