IS 1838 Part 11983AI Search Enabled✦ AI Generated

preformed fillers for expansion joints in concrete pavement and structures (non-extruding and resilient type): Part 1 Bitumen impregnated fibre - Specification

IS 1838 Part 1 (1983) specifies the requirements for bitumen impregnated fibre preformed fillers used in expansion joints of concrete pavements and structures. This standard ensures the fillers are non-extruding, resilient, and capable of preventing ingress of water and grit, thus maintaining joint integrity. It applies to manufacturers, engineers, and contractors involved in the design, production, and installation of expansion joint fillers in roads, runways, and building structures.

8Sections
38Clauses Indexed
AI Search Ready
1983Edition
Building Construction Practices including Painting Varnishing and Allied FinishingCategory
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What This Standard Covers

IS 1838 Part 1 (1983) specifies the requirements for bitumen impregnated fibre preformed fillers used in expansion joints of concrete pavements and structures. This standard ensures the fillers are non-extruding, resilient, and capable of preventing ingress of water and grit, thus maintaining joint integrity. It applies to manufacturers, engineers, and contractors involved in the design, production, and installation of expansion joint fillers in roads, runways, and building structures.

Who Uses This Standard

  • Civil Engineers
  • Structural Engineers
  • Pavement Designers
  • Construction Contractors
  • Quality Control Inspectors
  • Materials Testing Laboratories
  • Manufacturers of Joint Fillers

Key Topics Covered

Bitumen impregnated fibre composition
Physical and dimensional requirements
Compression and recovery characteristics
Resistance to extrusion and handling
Water absorption limits
Bitumen content and penetration
Sampling and testing procedures
Packaging and marking requirements
Tolerance on dimensions
Weathering performance
Certification and standard marking
Application in concrete pavements and structures

Table of Contents

1Scope

IS 1838 Part 1 - Scope & Key Specifications

Scope

  • Covers preformed fillers for expansion joints in concrete pavements and structures.
  • Fillers are non-extruding and resilient.
  • Purchaser has the option to select requirements as per Clause 4.1.

Key Dimensions & Tolerances (Clause 4.2)

DimensionTolerance
Length±5 mm
Width±3 mm
Thickness±1.5 mm

Physical Requirements of Bitumen Impregnated Fibre Fillers (Table 1)

CharacteristicRequirementTest Method (IS)
Resistance to handlingNo deformation or breakage on twisting/bending-
Recovery≥ 70% thickness recoveryIS: 10566-1983
CompressionLoad to compress to 50% thickness: 0.7-5.3 N/mm²IS: 10566-1983
Bitumen loss≤ 3%IS: 10566-1983
Extrusion≤ 6.5 mm extrusionIS: 10566-1983
Water absorption≤ 20%IS: 10566-1983
Density≥ 300 kg/m³IS: 10566-1983
Bitumen content≥ 35%IS: 10566-1983
WeatheringNo disintegration; meets recovery, compression, extrusionIS: 10566-1983
Penetration of recovered bitumen25 to 100 at 25°CIS: 10566-1983

Rounding Off (Clause 0.6)

  • Final test values rounded per IS 2-1960.
  • Retain same significant figures as specified values.

Summary Diagram: Expansion Joint Filler Properties

flowchart LR
    A[Preformed Filler] --> B[Physical Properties]
    B --> C[Recovery ≥ 70%]
    B --> D[Compression Load 0.7-5.
2Materials

IS 1838 Part 1: Materials - Key Specifications & Tables

1. Dimensions & Tolerances (Clause 4.2)

DimensionTolerance
Length±5 mm
Width±3 mm
Thickness±1.5 mm

2. Physical Requirements of Bitumen Impregnated Fibre Fillers (Table 1, Clause 5.1)

CharacteristicRequirementTest Method (IS)
Resistance to handlingNo deformation or breakage on twisting/bending-
Recovery≥ 70% thickness recoveryIS: 10566-1983
CompressionLoad to 50% thickness: 0.7–5.3 N/mm²IS: 10566-1983
Bitumen loss≤ 3%IS: 10566-1983
Extrusion≤ 6.5 mm extrusionIS: 10566-1983
Water absorption≤ 20%IS: 10566-1983
Density≥ 300 kg/m³IS: 10566-1983
Bitumen content≥ 35%IS: 10566-1983
WeatheringNo disintegration; meets recovery, compression, extrusion requirements after testIS: 10566-1983
Penetration of recovered bitumen25 to 100 at 25°CIS: 10566-1983

3. Rounding Off (Clause 0.6)

  • Final test values should be rounded as per IS: 2-1960, matching significant figures of specified values.

This summary ensures compliance with IS 1838 Part 1 for material quality and testing of preformed fillers in expansion joints.

3Composition and Manufacture

IS 1838 (Part 1) - 1983: Composition and Manufacture of Bitumen Impregnated Fibre Fillers

Composition:

  • Preformed strips of cellular fibre bonded and uniformly saturated with bitumen.
  • Bitumen used must comply with revised specifications for paving and industrial bitumen.

Key Physical Requirements (Table 1):

CharacteristicRequirementTest Method (IS)
Resistance to handlingNo deformation/breakage under normal handling-
Recovery≥ 70% thickness recovery before testIS:10566-1983
CompressionLoad to compress to 50% thickness: 0.7 - 5.3 N/mm²<br>Bitumen loss ≤ 3%IS:10566-1983
ExtrusionMax extrusion ≤ 6.5 mmIS:10566-1983
Water absorption≤ 20%IS:10566-1983
Density≥ 300 kg/m³IS:10566-1983
Bitumen content≥ 35%IS:10566-1983
WeatheringNo disintegration/delamination; meets recovery, compression, extrusionIS:10566-1983
Penetration of recovered bitumen25 to 100 (at 25°C)IS:10566-1983

Notes:

  • Damaged pieces must be rejected.
  • Tests ensure durability and performance in expansion joints.

Summary Diagram:

flowchart TD
    A[Cellular Fibre Strips] --> B[Bonded Strips]
    B --> C[Bitumen Saturation]
    C --> D[Bitumen Impregnated Fibre Filler]
    D --> E[Physical Tests]
    E --> F[Resistance to Handling]
    E --> G[Recovery]
    E --> H[Compression]
    E --> I[Extrusion]
    E --> J[Water Absorption]
    E --> K[Density]
    E --> L[Bitumen Content]
    E --> M[Weathering]
    E --> N[Penetration Test]

This ensures fillers meet durability and mechanical criteria for expansion joints

4Dimensions and Tolerances

IS 1838 Part 1 — Dimensions and Tolerances for Preformed Bitumen Fillers

Key Specifications (Clause 4)

ParameterTolerance
Length± 5 mm
Width± 3 mm
Thickness± 1.5 mm
  • Dimensions (Clause 4.1): Length, width, and thickness are agreed upon between purchaser and manufacturer, measured per IS 10566-1983.
  • Material (Clause 3.1): Fillers are preformed strips of cellular fibre, bonded and saturated with bitumen.
  • Rounding (Clause 4.1): Final measured values should be rounded as per IS 2-1960, matching the significant figures of specified values.

Summary Table

DimensionMeasurement MethodTolerance
LengthIS 10566-1983± 5 mm
WidthIS 10566-1983± 3 mm
ThicknessIS 10566-1983± 1.5 mm

Notes

  • Tolerances ensure uniformity and fit in construction joints.
  • Agreement on dimensions allows customization per project needs.
  • Rounding rules maintain consistency in reporting test results.
flowchart LR
    A[Preformed Strip] --> B{Measure Dimensions}
    B --> C[Length ±5 mm]
    B --> D[Width ±3 mm]
    B --> E[Thickness ±1.5 mm]
    C & D & E --> F[Check Tolerances]
    F --> G{Accept / Reject}

This concise overview aligns with IS 1838 Part 1 requirements for dimensional control of bitumen fillers.

5Physical Requirements

IS 1838 Part 1: Physical Requirements Summary

1. Physical Properties (Clause 5.1)

  • Fillers must meet the physical requirements as per Column 3 of Table 1.
  • Testing method: IS 1066-1983.

2. Dimensional Tolerances (Clause 4.2)

DimensionTolerance
Length± 5 mm
Width± 3 mm
Thickness± 1.5 mm

3. Rounding Off (Clause 0.6)

  • Results should be rounded as per IS 2-1960.
  • Retain the same number of significant figures as specified.

Notes:

  • The purchaser may select options as per Clause 4.1 to suit specific needs.
  • Always refer to Table 1 for detailed physical property values (not provided here).
flowchart TD
    A[Physical Requirements] --> B{Test as per IS 1066-1983}
    B --> C[Check Column 3 of Table 1]
    A --> D[Dimensions]
    D --> E[Length ±5 mm]
    D --> F[Width ±3 mm]
    D --> G[Thickness ±1.5 mm]
    A --> H[Rounding as per IS 2-1960]

For exact physical property values, consult Table 1 in IS 1838 Part 1.

6Packaging

IS 1838 Part 1: Packaging Key Specifications

Packaging Marking (Clause 7.1)

  • Must include manufacturer's name/trade-mark, size, and type of filler.

Packaging Requirements (Clause 6.1)

  • Packaging must prevent distortion, breakage, or property deterioration during transport.

Dimensions & Tolerances (Clause 4.2)

DimensionTolerance
Length±5 mm
Width±3 mm
Thickness±1.5 mm

BIS Certification Marking (Clause 7.2.1)

  • Use of Standard Mark governed by BIS Act, 1986.
  • License conditions available from BIS.

Physical Requirements of Bitumen Impregnated Fibre Fillers (Table 1)

CharacteristicRequirementTest Reference (IS)
Resistance to handlingNo deformation or breakage under normal handling-
Recovery≥ 70% thickness recoveryIS: 10566-1983
Compression7 to 53 kgf/cm² (0.7 to 5.3 N/mm²) at 50% thicknessIS: 10566-1983
Bitumen loss≤ 3%IS: 10566-1983
Extrusion≤ 6.5 mm extrusion of free edgeIS: 10566-1983
Water absorption≤ 20%IS: 10566-1983
Density≥ 300 kg/m³IS: 10566-1983
Bitumen content≥ 35%IS: 10566-1983
WeatheringNo disintegration; meets recovery, compression, extrusion after testIS: 10566-1983
Penetration of recovered bitumenBetween 25 to 100 at 25°CIS: 10566-1983

Summary Diagram: Packaging & Quality Control Flow

flowchart TD
    A[Manufacturing] --> B[Marking: Name, Size, Type]
    B
7Marking

IS 1838 Part 1: Key Specifications for Marking

Marking Requirements (Clause 7.1 & 7.2)

  • Package Marking must include:
    • Manufacturer's name or trade-mark
    • Size of filler
    • Type of filler
  • BIS Certification Marking (Clause 7.2):
    • Use of Standard Mark governed by BIS Act, 1986
    • Licence conditions for Standard Mark use available from BIS

Physical Requirements (Table 1)

CharacteristicRequirementTest Reference (IS)
Resistance to handlingNo deformation/breakage on ordinary handling-
Recovery≥ 70% thickness recoveryIS: 10566-1983
CompressionLoad to compress to 50% thickness: 0.7 - 5.3 N/mm²; Bitumen loss ≤ 3%IS: 10566-1983
ExtrusionExtrusion ≤ 6.5 mmIS: 10566-1983
Water absorption≤ 20%IS: 10566-1983
Density≥ 300 kg/m³IS: 10566-1983
Bitumen content≥ 35%IS: 10566-1983
WeatheringNo disintegration; must meet recovery/compression/extrusion post-testIS: 10566-1983
Penetration of recovered bitumen25 to 100 at 25°CIS: 10566-1983

Dimensional Tolerances (Clause 4.2)

DimensionTolerance
Length± 5 mm
Width± 3 mm
Thickness± 1.5 mm

This concise summary covers marking, physical requirements, and dimensional tolerances per IS 1838 Part 1. For detailed test procedures, refer to IS: 10566-1983.

8Sampling and Testing

IS 1838 Part 1: Sampling and Testing Key Points

Sampling (Clause 8.1 & 8.2)

  • Number of samples: 1 representative sample per lot of 100 m² of material with the same thickness.
  • Sampling method: Random selection.
  • Sample size: Each sample must have enough material to prepare five test pieces of 100 cm x 100 cm each.

Testing (Clause 8.3)

  • All five test pieces undergo dimensional and physical tests.
  • Acceptance criteria: Lot accepted if all five test pieces meet requirements; otherwise rejected.

Additional Notes

  • Values from tests are rounded as per IS 2:1960.
  • Purchaser may select options as per Clause 4.1 to suit specific needs.

Summary Table

ParameterSpecification
Sample size per lot1 sample / 100 m²
Test pieces per sample5 pieces (100 cm x 100 cm each)
Acceptance criteriaAll 5 test pieces must pass
Sampling methodRandom
Rounding off valuesAs per IS 2:1960

flowchart TD
    A[Lot of material] --> B[Select 1 sample per 100 m²]
    B --> C[Prepare 5 test pieces (100x100 cm)]
    C --> D[Conduct dimensional & physical tests]
    D --> E{All 5 pieces pass?}
    E -- Yes --> F[Accept lot]
    E -- No --> G[Reject lot]

This ensures quality control per IS 1838 Part 1 standards.

Popular Questions About IS 1838 Part 1

?What are the specified physical properties for bitumen impregnated fibre fillers?

IS 1838 (Part 1) - Physical Properties for Bitumen Impregnated Fibre Fillers

PropertyRequirementReference Test IS Code
Resistance to handlingNo deformation or breakage under normal handling-
Recovery≥ 70% thickness recovery after compressionIS: 10566-1983
Compression load7 to 53 kgf/cm² (0.7 to 5.3 N/mm²) to 50% thicknessIS: 10566-1983
Bitumen loss on compression≤ 3%IS: 10566-1983
ExtrusionMax 6.5 mm extrusion at free edgeIS: 10566-1983
Water absorption≤ 20%IS: 10566-1983
Density≥ 300 kg/m³IS: 10566-1983
Bitumen content≥ 35%IS: 10566-1983
Weathering resistanceNo disintegration, delamination; maintain recovery, compression, extrusionIS: 10566-1983
Penetration of recovered bitumen25 to 100 at 25°CIS: 10566-1983

Notes:

  • Damaged filler pieces must be rejected.
  • Bitumen content ensures proper impregnation and flexibility.
  • Compression and recovery tests simulate joint movement stresses.

This ensures the filler maintains durability and flexibility in expansion joints.

?Which types of fibres are permitted for use in these fillers?

According to IS 1838 Part 1 (1983):

Permitted Fibre Types for Fillers (Clause 2.2)

  • Soft board
  • Fibre board
  • Cane
  • Any other suitable fibre of cellular nature

Additional Requirements:

  • The fibres must be preformed strips, securely bonded, and uniformly saturated with bitumen (Clause 3.1).
  • Fillers are intended for expansion joints in concrete roads, runways, and buildings (Clause 1.1.1).
  • Physical properties must conform to Table 1, Column 3, tested per IS 1066-1983 (Clause 5.1).

Summary:

Use cellular, bitumen-saturated fibres like soft board, fibre board, or cane, ensuring they meet physical and dimensional standards specified in the code.

Loading diagram...
?How is the compression resistance of the filler measured and what are the limits?

Compression Resistance of Filler (IS 1838 Part 1 - Clause 5.1 & Table 1):

  • Test Method: As per IS 10566-1983.
  • Measurement: Load required to compress the filler specimen to 50% of its original thickness.
  • Limits:
    • Minimum load: 7 kgf/cm² (0.7 N/mm²)
    • Maximum load: 53 kgf/cm² (5.3 N/mm²)
  • Additional Requirements:
    • Bitumen loss during test should not exceed 3%.
    • After compression, filler should recover at least 70% thickness (recovery test).
    • No signs of disintegration or fiber separation after testing.

Summary Table:

ParameterValue
Compression Load (min)7 kgf/cm² (0.7 N/mm²)
Compression Load (max)53 kgf/cm² (5.3 N/mm²)
Compression Thickness50% of original thickness
Bitumen Loss (max)3%
Recovery after Compression≥ 70% thickness recovery

This ensures the filler maintains elasticity and durability under load in expansion joints.

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?What are the dimensional tolerances allowed for the preformed strips?

According to IS 1838 Part 1 (Clause 4.2), the dimensional tolerances allowed for preformed strips are:

DimensionTolerance
Length± 5 mm
Width± 3 mm
Thickness± 1.5 mm

Measurement method: As per IS 10566-1983.

Additional key points:

  • Preformed strips are made of cellular fiber bonded and saturated with bitumen (Clause 3.1).
  • Extrusion of the free edge must not exceed 6.5 mm (Clause 6.5).
  • Damaged pieces must be rejected to ensure joint integrity.

These tolerances ensure proper fit and performance in expansion joints for concrete paving and structural construction.

?How should the fillers be packaged to prevent damage during transportation?

According to IS 1838 Part 1, Clause 6.1:

  • Packaging of preformed joint fillers must ensure no distortion, breakage, or deterioration of their properties during transportation.
  • Fillers are preformed strips of cellular fibre, bitumen-saturated (Clause 3.1), so packaging should protect their shape and bitumen saturation.
  • Packages must be marked with the manufacturer's name/trade-mark, size, and type of filler (Clause 7.1).

Best Practices for Packaging:

  • Use rigid, cushioned containers or boxes to prevent compression or bending.
  • Avoid exposure to extreme temperatures or moisture which can degrade bitumen saturation.
  • Secure fillers to prevent movement inside the package.

This ensures the integrity and performance of fillers upon delivery.

Loading diagram...

This summarizes the packaging requirements to maintain filler quality during transport.

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