Pitch-Mastic for Bridge Decking and Roads

IS 5317 Scope: Key Specifications & Tables

This standard governs bitumen and pitch-mastic used in construction, specifying physical properties, composition, and testing methods.

1. Bitumen Physical Properties (Table 1)

Typical bitumen grades: S35 (IS 73), 85/25 (IS 702)

2. Pitch-Mastic Composition (Table 3)

Analysis per Annex D of IS 1195.

3. Rounding Off

• Final values must be rounded as per IS 2:1960.
• Retain significant figures equal to those specified.

This scope ensures quality and uniformity of bituminous materials in construction projects.

IS 5317: Terminology & Key Specifications Summary

• Terminology: As per IS 334:1982 (Glossary of terms relating to bitumen and tar).
• Rounding off: Follow IS 2:1960 rules; retain significant figures as per specified values.
• Certification Mark: Governed by BIS Act 1986 (Clause 8.2.1).

Key Table: Physical Properties of Bitumen (Table 1)

Notes:

• Typical binders: Paving bitumen Grade S35 (IS 73), Industrial bitumen Grade 85/25 (IS 702).
• Use referenced IS codes for detailed test procedures.

flowchart TD
    A[IS 5317 Terminology] --> B[IS 334 Glossary]
    A --> C[Rounding off per IS 2:1960]
    A --> D[Bitumen Properties (Table 1)]
    D --> E[Softening Point (IS 1205)]
    D --> F[Penetration (IS 1203)]
    D --> G[Ductility (IS 1208)]
    D --> H[Loss on Heating (IS 1212)]
    D --> I[Solubility (IS 1216)]

This concise summary aligns terminology and key bitumen specifications per IS 5317.

IS 5317 Key Materials Specifications

1. Bitumen (Clause 4.1, Table 1)

• Typical binders: Grade S35 (IS 73), Grade 85/25 (IS 702).

2. Pitch-Mastic Composition (Clause 5.2, Table 3)

• Analysis per Annex D of IS 1195.

3. Fine Aggregate Grading (Clause 4.3.1, Table 2)

Notes:

• Hardness number ranges (Clause 6.1) are suggestive; adjust based on binder type and pavement temperature.

IS 5317: Manufacture and Composition of Pitch-Mastic

Key Specifications:

• Bitumen Properties (Table 1, Clause 4.1):

• Typical binders: Paving bitumen Grade S35 (IS 73), Industrial bitumen Grade 85/25 (IS 702).

Composition of Pitch-Mastic (Without Coarse Aggregates) (Table 3, Clause 5.2):

Additional Requirement (Clause 6.1):

• Hardness number of pitch-mastic before mixing coarse aggregate: 60 to 80 at 25°C.

Notes:

• Pitch-mastic analysis per Annex D of IS 1195.
• Particle size gradation controls anti-skid and mechanical properties.

flowchart LR
    A[Bitumen] --> B[Mix with fine aggregates]
    B --> C[Check gradation per Table 3]
    C --> D[Measure hardness (60-80)]
    D --> E[Mix with coarse aggregates]
    E --> F[Final pitch-mastic product]

This ensures consistent quality and performance of pitch-mastic as per IS 5317

IS 5317: Physical Properties of Bitumen & Mastic Composition

Table 1: Physical Properties of Bitumen (Clause 4.1)

• Note: Paving bitumen Grade S35 (IS 73) and industrial bitumen 85/25 (IS 702) comply with these.

Table 3: Composition of Pitch-Mastic (Without Coarse Aggregates) (Clause 5.2)

Additional Notes:

• Hardness number ranges are suggestive; final values depend on binder type & pavement temperature (Clause 6.1).
• Round off test results as per IS 2:1960 matching the precision of specified values.

flowchart TD
    A[Bitumen] --> B[Softening Point: 50-90℃]
    A --> C[Penetration: 10-40 (1/100 cm)]
    A --> D[Ductility: ≥3 cm]
    A --> E[Loss on Heating: ≤1%]
    A --> F[Solubility: ≥99%]
    G[Mastic Composition] -->

IS 5317: Sampling and Criteria for Conformity (Clause 7)

Key Points on Sampling (Clause 7.3)

• Each specimen must be uniquely identified with a reference schedule including:
  • Authority issuing instructions
  • Sample number
  • Material type, binder, aggregates
  • Relevant specification
  • Mixing plant details
  • Sampling dates (mixing, laying, sampling)
  • Site and position of sample
  • Course thickness and number
  • Foundation and surface treatment details
  • Tests to be performed

Criteria for Conformity (Clause 7.4)

• Test results must be rounded off as per IS 2:1960.
• The number of significant digits in the rounded value must match the specified value’s precision.

Hardness Number (Clause 6.3)

• Determined by the method in Annex E of IS 1195.

Summary Table for Sampling Identification

Rounding Off Rule (IS 2:1960)

• Round final test values to same decimal places as specified values.
• Example: Specified value = 12.5 → Round test result to 1 decimal place.

flowchart TD
    A[Sample Collection] --> B[Specimen Identification]
    B --> C[Reference Schedule with Details]
    C --> D[Testing as per IS 5317]
    D --> E[Result Rounding per IS 2:1960]
    E --> F[Conformity Decision]

This process ensures traceability and consistent conformity evaluation.

IS 5317: Testing Methods for Bitumen and Mastic

Key Physical Properties of Bitumen (Table 1, Clause 4.1)

Composition Limits for Pitch-Mastic (Table 3, Clause 5.2)

Notes:

• Bitumen tests must follow IS methods precisely.
• Final test values should be rounded per IS 2:1960 rules.
• Typical binders satisfying these include Paving Bitumen Grade S35 (IS 73) and Industrial Bitumen Grade 85/25 (IS 702).
• Pitch-mastic analysis per Annex D of IS 1195.

flowchart TD
    A[Bitumen Sample] --> B{Physical Tests}
    B --> C[Softening Point (IS 1205)]
    B --> D[Penetration (IS 1203)]
    B --> E[Ductility (IS 1208)]
    B --> F[Loss on Heating (IS 1212)]
    B --> G[Solubility (IS 1216)]
    A --> H[Pitch-M

IS 5317: Marking and Certification Key Points

1. BIS Certification Marking (Clause 8.2 & 8.2.1)

• Use of the Standard Mark is governed by the Bureau of Indian Standards Act, 1986.
• License for use of the Standard Mark is granted under specific conditions by BIS.
• Pitch-mastic products can also bear the Standard Mark.

2. Specimen Identification (Clause 7.3)

Each sample must be clearly identified with:

• Name/address of authority issuing instructions
• Sample number
• Material type, binder, aggregates
• Applicable specification
• Mixing plant details
• Sampling and laying dates
• Site and position of sampling
• Number/thickness of courses
• Foundation and surface treatment details
• Tests or information required

3. Rounding Off (Clause None)

• Follow IS 2:1960 for rounding numerical values.
• Retain the same number of significant digits as specified values.

Referenced Standards Table (Partial)

Summary Diagram: Marking & Certification Flow

flowchart LR
    A[Manufacturer] --> B[Applies for BIS License]
    B --> C{BIS Evaluation}
    C -->|Approved| D[Use Standard Mark on Product]
    C -->|Rejected| E[No Mark Allowed]
    D --> F[Product Sampling & Testing]
    F --> G[Specimen Identification (Clause 7.3)]
    G --> H[Compliance Check (IS 5317 & IS 2:1960)]

For detailed licensing conditions, contact the Bureau of Indian Standards.

IS 5317: Storage and Handling of Bitumen - Key Points

1. Physical Properties of Bitumen (Table 1, Clause 4.1)

• Typical binders: Paving bitumen Grade S35 (IS 73), Industrial bitumen Grade 85/25 (IS 702).

2. Storage Requirements (Clause 8.1)

• If bitumen is cast into blocks for storage:
  • Mark the date of manufacture
  • Indicate the manufacturer's name

3. Composition of Pitch-Mastic (Table 3, Clause 5.2)

Additional Notes:

• Rounding off test results must follow IS 2:1960 rules.
• Use IS specified test methods for all quality checks.

flowchart TD
    A[Bitumen Storage] --> B[Cast into Blocks]
    B --> C[Mark Date & Manufacturer]
    A --> D[Maintain Physical Properties]
    D --> E[Softening Point 50-90℃]
    D --> F[Penetration 10

IS 5317: Safety and Environmental Considerations - Key Points

The standard IS 5317 does not explicitly provide a dedicated clause on Safety and Environmental Considerations. However, relevant specifications and quality controls indirectly ensure safety and environmental compliance:

Key Specifications for Bitumen (Table 1)

• These parameters ensure bitumen quality, minimizing environmental hazards due to volatile emissions or improper binder performance.
• Heating loss limits control emissions during processing.
• High solubility ensures purity, reducing harmful residues.

Environmental & Safety Compliance Notes

• Use bitumen grades conforming to IS 73 (paving bitumen) or IS 702 (industrial bitumen) to meet safety and environmental standards.
• Follow IS 2:1960 for rounding off test results to maintain accuracy and consistency.
• BIS certification (Clause 8.2.1) ensures products meet regulatory safety and environmental norms.

Summary Diagram: Bitumen Quality Control Impact on Safety & Environment

flowchart LR
    A[Bitumen Properties] --> B[Softening Point]
    A --> C[Penetration]
    A --> D[Ductility]
    A --> E[Loss on Heating]
    A --> F[Solubility]
    B & C & D & E & F --> G[Ensures Quality & Purity]
    G --> H[Reduced Emissions & Environmental Impact]
    G --> I[Safe Handling & Usage]

Recommendation: For comprehensive safety and environmental guidelines, refer additionally to IS 73, IS 702, and related environmental regulations applicable to bitumen handling and road construction.

IS 5317 - Referenced Indian Standards: Key Points

The standard references multiple IS codes essential for bitumen and aggregate testing:

Important Notes:

• Terminology: Use definitions from IS 334:1982.
• Certification: Use of the BIS Standard Mark follows the Bureau of Indian Standards Act, 1986 (Clause 8.2.1).
• Always verify the latest editions of these standards for compliance.

Typical Test Formula Examples:

• Penetration Test (IS 1203):
  Depth (mm) = Distance needle penetrates bitumen under standard load/time/temp.

• Softening Point (IS 1205):
  Temperature (°C) at which bitumen softens under specified conditions.

• Ductility (IS 1208):
  Length (cm) bitumen sample stretches before breaking.

flowchart LR
    A[IS 5317 Standard] --> B[Bitumen Specs]
    B --> C[IS 73, IS 702, IS 1195]
    A --> D[Bitumen Tests]
    D --> E[Penetration (IS 1203)]
    D --> F[Softening Point (IS 1205)]
    D --> G[Ductility (IS 1208)]
    A --> H[Aggregate

IS 5317 - Committee Composition & Key Specifications

• The Committee responsible for IS 5317 formulation is detailed in Annex B (not provided here).
• The Committee is likely from the Flooring, Wall Finishing and Roofing Sectional Committee, CED 5 (Clause 7.4).

Key Table: Composition of Pitch-Mastic (Without Coarse Aggregates) — Table 3, Clause 5.2

• Analysis per Annex D of IS 1195.
• Ensures anti-skid properties and durability.

Summary Diagram: Committee & Specification Flow

flowchart TD
    A[Flooring, Wall Finishing & Roofing Committee (CED 5)] --> B[Formulates IS 5317]
    B --> C[Defines Composition Limits (Table 3)]
    C --> D[Analysis Method (Annex D, IS 1195)]
    D --> E[Ensures Quality & Anti-skid Properties]

Use this table and method for verifying pitch-mastic composition as per IS 5317.