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bitumen mastic for tanking and damp-proofing

IS 5871:1987 specifies the requirements and composition for bitumen mastic used in tanking and damp-proofing applications such as underground tanks, basements, water reservoirs, and swimming pools. It guides engineers and construction professionals on the appropriate materials, mixing procedures, and quality criteria to ensure effective waterproofing and durability against dampness and weathering.

12Sections
81Clauses Indexed
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1987Edition
Waterproofing and Damp-ProofingCategory
Alternative search terms: IS 5871 PDF, IS 5871 pdf free download, IS 5871 free download pdf, IS5871 PDF, IS-5871 PDF, IS 5871 1987 PDF, IS 5871:1987 PDF, IS 5871-1987 PDF, IS 5871 (1987) PDF, IS 5871 1987 edition PDF, IS 5871 edition 1987 PDF

What This Standard Covers

IS 5871:1987 specifies the requirements and composition for bitumen mastic used in tanking and damp-proofing applications such as underground tanks, basements, water reservoirs, and swimming pools. It guides engineers and construction professionals on the appropriate materials, mixing procedures, and quality criteria to ensure effective waterproofing and durability against dampness and weathering.

Who Uses This Standard

  • Civil Engineers
  • Waterproofing Specialists
  • Construction Project Managers
  • Material Testing Laboratories
  • Building Contractors
  • Quality Control Inspectors
  • Architects

Key Topics Covered

Scope and application of bitumen mastic
Material composition including bitumen, aggregates, and fillers
Physical properties and quality requirements of bitumen
Mixing and manufacturing processes for bitumen mastic
Temperature guidelines for heating and mixing
Sampling methods and conformity criteria
Use of bitumen mastic in damp-proofing and tanking
Testing methods for hardness and other physical properties
Guidance on pre-manufactured block preparation
Standards for filler and aggregate grading
Handling and application considerations
Compatibility with other waterproofing materials

Table of Contents

1Scope

IS 5871: Scope & Key Specifications for Bitumen

Scope Summary:

  • Specifies materials for bituminous waterproofing and damp-proofing in buildings.
  • Defines physical properties and test methods for bitumen used.
  • Applies to bitumen conforming to specified grades (e.g., S35, 65/25).

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

CharacteristicRequirementTest Method (IS)
Softening point (Ring & Ball)50 to 90 °CIS 1205-1978
Penetration at 25°C (1/100 cm)20 to 40IS 1203-1978
Ductility at 27°C (min, cm)≥ 3IS 1208-1978
Loss on heating (%) (max)≤ 1IS 1212-1978
Solubility in CS2 (%) (min)≥ 99IS 1216-1978

Additional Notes:

  • Rounding off values per IS 2-1960.
  • Definitions per IS 334-1982 and IS 4911-1968.
  • Typical binders: Paving Bitumen S35 (IS 73) and Industrial Bitumen 65/25 (IS 702).

Visual Summary:

flowchart TD
    A[Bitumen for Waterproofing] --> B[Must meet physical properties]
    B --> C[Softening Point 50-90°C]
    B --> D[Penetration 20-40 (1/100 cm)]
    B --> E[Ductility ≥ 3 cm at 27°C]
    B --> F[Loss on Heating ≤ 1%]
    B --> G[Solubility in CS2 ≥ 99%]
    A --> H[Test Methods as per IS codes]

This ensures quality and durability of bituminous materials in waterproofing applications.

2References

IS 5871 Key References: Bitumen Properties & Composition


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

PropertyRequirementTest Method (IS)
Softening Point (Ring & Ball)50 to 90 °CIS 1205-1978
Penetration at 25°C (1/100 cm)20 to 40IS 1203-1978
Ductility at 27°C (min, cm)≥ 3IS 1208-1978
Loss on Heating (%) (max)1IS 1212-1978
Solubility in CS2 (%) (min)99IS 1216-1978

2. Composition of Bitumen Mastic (Table 3, Clause 5.3)

Component% by Weight of Total Mastic
Soluble Bitumen15 to 17
Aggregate passing 75-micron IS Sieve42 to 52
Aggregate passing 212-micron & retained on 75-micron IS Sieve3 to 10
Aggregate passing 600-micron & retained on 212-micron IS Sieve15 to 25
Aggregate passing 2.36 mm & retained on 600-micron IS Sieve7 to 20
Aggregate retained on 2.36 mm IS SieveNil

3. Additional Notes

  • Rounding off numerical values as per IS 2-1960.
  • Typical binders: Paving bitumen grade S35 (IS 73-1961), Industrial bitumen grade 65/25 (IS 702-1961).
  • Test methods referenced are standard IS codes for bitumen testing.

flowchart LR
    A[Bitumen] --> B[Physical Properties]
    B --> B1[Softening Point (50-90°C)]
    B --> B2[Penetration (20-40)]
    B --> B3[Ductility (≥3
3Terminology

IS 5871 - Terminology & Key Specifications Summary

1. Terminology

  • Definitions as per IS 334-1982 and IS 4911-1968 apply.
  • Glossaries related to bitumen and waterproofing are referenced for clarity.

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

CharacteristicRequirementTest Method (IS Code)
Softening Point (Ring & Ball)50 to 90 °CIS: 1205-1978
Penetration at 25°C (1/100 cm)20 to 40IS: 1203-1978
Ductility at 27°C (Min, cm)≥ 3IS: 1208-1978
Loss on Heating (%) (Max)≤ 1IS: 1212-1978
Solubility in CS2 (%) (Min)≥ 99IS: 1216-1978

3. Notes

  • Typical binders: Paving bitumen S35 (IS:73-1961), Industrial bitumen 65/25 (IS:702-1961).
  • Numerical values rounded per IS 2-1960 rules, matching significant figures of specified values.

Quick Reference Formula for Rounding (IS 2-1960):

  • Round off to the same number of significant digits as the standard specifies.
  • Example: If specified penetration = 20 to 40 (2 significant digits), test results should be rounded similarly.
flowchart TD
    A[IS 5871 Terminology] --> B[Use IS 334-1982 & IS 4911-1968 definitions]
    B --> C[Bitumen Properties per Table 1]
    C --> D[Softening Point, Penetration, Ductility, Loss on Heating, Solubility]
    D --> E[Conformance checked by IS test methods]

This summary aids in understanding the terminology and key physical requirements for bitumen in waterproofing per IS 5871.

4Materials

IS 5871 - Key Materials Specifications

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

PropertyRequirementTest Method (IS)
Softening Point (Ring & Ball)50 to 90 °C1205-1978
Penetration at 25°C (1/100 cm)20 to 401203-1978
Ductility at 27°C (min, cm)≥ 31208-1978
Loss on Heating (%) (max)11212-1978
Solubility in CS₂ (%) (min)991216-1978
  • Typical binders: Paving bitumen S35 (IS:73) and Industrial bitumen 65/25 (IS:702).

2. Bitumen Mastic Composition (Clause 5.3, Table 3)

ComponentPercentage by Weight (%)
Soluble Bitumen15 to 17
Aggregate passing 75 micron IS Sieve42 to 52
Aggregate passing 212 micron & retained on 75 micron3 to 10
Aggregate passing 600 micron & retained on 212 micron15 to 25
Aggregate passing 2.36 mm & retained on 600 micron7 to 20
Aggregate retained on 2.36 mm sieveNil

3. Grading of Fine Aggregates (Clause 4.3, Table 2)

Sieve Size RangePercentage by Weight (%)
Passing 75 micron IS Sieve0 to 10
Retained on 75 micron & passing 212 micron10 to 18
Retained on 212 micron & passing 600 micron40 to 54
Retained on 600 micron & passing 2.36 mm24 to 40
Retained on 2.36 mm sieveNil

5Manufacture and Composition

IS 5871: Manufacture and Composition of Bitumen Mastic


1. Composition of Bitumen Mastic (Clause 5.3, Table 3)

Component% by Weight of Total Mastic
Soluble bitumen15 to 17
Aggregate passing 75-micron IS Sieve42 to 52
Aggregate passing 212-micron & retained on 75-micron3 to 10
Aggregate passing 600-micron & retained on 212-micron15 to 25
Aggregate passing 2.36 mm & retained on 600-micron7 to 20
Aggregate retained on 2.36 mm sieveNil

2. Grading of Fine Aggregates (Clause 4.3, Table 2)

Sieve Size Range% by Weight
Passing 75 micron IS Sieve0 to 10
Retained on 75 micron & passing 212 micron IS Sieve10 to 18
Retained on 212 micron & passing 600 micron IS Sieve40 to 54
Retained on 600 micron & passing 2.36 mm IS Sieve24 to 40
Retained on 2.36 mm IS SieveNil

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

PropertyRequirementTest Method (IS)
Softening point (Ring & Ball)50 to 90 °CIS: 1205-1978
Penetration at 25°C (1/100 cm)20 to 40IS: 1203-1978
Ductility at 27°C (min)3 cmIS: 1208-1978
Loss on heating (max)1%IS: 1212-1978
Solubility in CS2 (min)99%
6Physical Requirements

IS 5871 - Physical Requirements for Bitumen

Key Physical Properties (Table 1, Clause 4.1)

PropertyRequirementTest Method (IS)
Softening Point (Ring & Ball)50 to 90 °CIS 1205-1978
Penetration at 25°C (1/100 cm)20 to 40IS 1203-1978
Ductility at 27°C (min, cm)≥ 3 cmIS 1208-1978
Loss on Heating (%) (max)≤ 1%IS 1212-1978
Solubility in CS2 (%) (min)≥ 99%IS 1216-1978

Composition of Bitumen Mastic (Table 3, Clause 5.3)

ComponentPercentage by Weight (%)
Soluble Bitumen15 – 17
Aggregate < 75 micron42 – 52
Aggregate 75–212 micron3 – 10
Aggregate 212–600 micron15 – 25
Aggregate 600 micron – 2.36 mm7 – 20
Aggregate > 2.36 mmNil

Notes:

  • Bitumen grades like S35 (IS 73) and 65/25 (IS 702) comply with these physical requirements.
  • Rounding off test results should follow IS 2-1960 for consistency.

flowchart TD
    A[Bitumen Physical Properties] --> B[Softening Point: 50-90°C]
    A --> C[Penetration: 20-40 (1/100 cm)]
    A --> D[Ductility: ≥ 3 cm]
    A --> E[Loss on Heating: ≤ 1%]
    A --> F[Solubility in CS2: ≥ 99%]

    G[Bitumen Mastic Composition] --> H[Soluble Bitumen: 15-17%]
    G --> I[Aggregate < 75 micron: 42-52
7Sampling and Criteria for Conformity

IS 5871: Sampling and Criteria for Conformity


1. Criteria for Conformity (Clause 7.3)

  • Bitumen mastic conforms if it meets requirements of:
    • Clause 5.3 (not detailed here)
    • Clause 6.1: Hardness number between 20 and 50 at 25°C (per Appendix D of IS 1195-1978).

2. Sampling & Rounding (Clause 0.6)

  • Test results must be rounded as per IS 2-1960.
  • Number of significant figures in results = number in specified values.

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

PropertyRequirementTest Method (IS)
Softening Point (Ring & Ball)50 to 90°CIS 1205-1978
Penetration at 25°C (1/100 cm)20 to 40IS 1203-1978
Ductility at 27°C (min, cm)≥ 3 cmIS 1208-1978
Loss on Heating (max, %)≤ 1%IS 1212-1978
Solubility in CS2 (min, %)≥ 99%IS 1216-1978

4. Notes

  • Typical binders: Paving bitumen S35 (IS 73-1961), Industrial bitumen 65/25 (IS 702-1961).
  • Tests ensure bitumen quality for durability and performance.

flowchart TD
    A[Sampling of Bitumen Mastic] --> B{Test Properties}
    B --> C[Hardness Number (20-50 at 25°C)]
    B --> D[Softening Point (50-90°C)]
    B --> E[Penetration (20-40)]
    B --> F[Ductility (≥3 cm)]
    B --> G[Loss on Heating (≤1%)]
    B --> H[Solubility (≥99%)]
    C & D & E & F & G & H --> I
8Testing Methods

IS 5871: Testing Methods for Bitumen and Bitumen Mastic

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

PropertyRequirementTest Method (IS Code)
Softening Point (Ring & Ball)50 to 90 °CIS: 1205-1978
Penetration at 25°C (1/100 cm)20 to 40IS: 1203-1978
Ductility at 27°C (Min, cm)≥ 3IS: 1208-1978
Loss on Heating (Max, %)≤ 1IS: 1212-1978
Solubility in CS2 (Min, %)≥ 99IS: 1216-1978

Composition of Bitumen Mastic (Table 3, Clause 5.3)

Component% by Weight of Total Mastic
Soluble Bitumen15 to 17
Aggregate passing 75 micron sieve42 to 52
Aggregate passing 212 micron & retained 75 micron3 to 10
Aggregate passing 600 micron & retained 212 micron15 to 25
Aggregate passing 2.36 mm & retained 600 micron7 to 20
Aggregate retained on 2.36 mm sieveNil

Notes:

  • Testing methods are as per referenced IS codes for each property.
  • Rounding of test results should follow IS: 2-1960.
  • Typical binders: Paving bitumen grade S35 (IS: 73) and industrial bitumen 65/25 (IS: 702).

flowchart TD
    A[Bitumen Sample] --> B{Test Property}
    B -->|Softening Point| C[IS: 1205]
    B -->|Penetration| D[IS: 1203]
    B -->|Ductility| E[IS: 1208]
    B -->|Loss on Heating| F[IS: 1212]
    B -->|
9Packaging and Storage

IS 5871: Packaging and Storage Key Points

Packaging

  • If bitumen is cast into blocks for storage, the date of manufacture and manufacturer's name must be clearly marked on each block (Clause 8.1).

Storage

  • Bitumen should be stored in a dry, cool place to avoid contamination and deterioration.
  • Blocks or containers must be protected from moisture and dust.

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

PropertyRequirementTest Method (IS)
Softening Point (Ring & Ball)50 to 90°CIS: 1205-1978
Penetration at 25°C (1/100 cm)20 to 40IS: 1203-1978
Ductility at 27°C (min, cm)≥ 3IS: 1208-1978
Loss on Heating (%) (max)≤ 1IS: 1212-1978
Solubility in CS2 (%) (min)≥ 99IS: 1216-1978

Composition of Bitumen Mastic (Table 3, Clause 5.3)

Component% by Weight of Total Mastic
Soluble bitumen15 to 17
Aggregate passing 75-micron sieve42 to 52
Aggregate passing 212-micron & retained 75-micron sieve3 to 10
Aggregate passing 600-micron & retained 212-micron sieve15 to 25
Aggregate passing 2.36 mm & retained 600-micron sieve7 to 20
Aggregate retained on 2.36 mm sieveNil

flowchart TD
    A[Bitumen Packaging] --> B[Cast into blocks]
    B --> C[Mark date & manufacturer]
    A --> D[Storage]
    D --> E[Dry, cool place]
    D --> F[Protect from moisture & dust]

Summary: Proper labeling during packaging and controlled storage conditions are essential

10Application Guidelines

IS 5871: Application Guidelines - Key Formulas, Tables & Specifications


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

PropertyRequirementTest Method (IS)
Softening Point (Ring & Ball)50 to 90 °CIS: 1205-1978
Penetration at 25°C (1/100 cm)20 to 40IS: 1203-1978
Ductility at 27°C (min, cm)≥ 3IS: 1208-1978
Loss on Heating (%) (max)≤ 1IS: 1212-1978
Solubility in CS2 (%) (min)≥ 99IS: 1216-1978

2. Bitumen Mastic Composition (Clause 5.3, Table 3)

Component% by Weight of Total Mastic
Soluble Bitumen15 to 17
Aggregate passing 75-micron IS Sieve42 to 52
Aggregate passing 212-micron & retained on 75-micron3 to 10
Aggregate passing 600-micron & retained on 212-micron15 to 25
Aggregate passing 2-36 mm & retained on 600-micron7 to 20
Aggregate retained on 2-36 mm sieveNil

3. Additional Notes

  • Paving bitumen grade S35 (IS: 73-1961) and industrial bitumen grade 65/25 (IS: 702-1961) satisfy these requirements.
  • Test methods are standardized as per IS codes listed.
  • Use bitumen conforming to these properties for waterproofing and damp-proofing applications.

flowchart TD
    A[Bitumen] --> B[Physical Properties]
    B -->|Softening Point| C[50-90°C]
    B -->|Penetration| D[20-40 (1/100 cm)]
    B
11Safety and Handling Precautions

IS 5871: Safety and Handling Precautions for Bitumen

While IS 5871 primarily specifies physical properties and composition of bitumen and bitumen mastic, safety and handling precautions are implied from the material characteristics and test methods.

Key Points on Safety and Handling:

  • Temperature Control:
    Bitumen softening point ranges from 50 to 90°C (Table 1). Heating should be controlled to avoid overheating beyond softening point to prevent fumes and fire hazards.

  • Ventilation:
    Heating bitumen releases fumes; ensure adequate ventilation to avoid inhalation risks.

  • Personal Protective Equipment (PPE):
    Use heat-resistant gloves, goggles, and protective clothing to prevent burns and skin contact.

  • Storage:
    Store bitumen in sealed containers to minimize exposure to air and moisture; avoid contamination.

  • Handling:
    Avoid direct contact; use tools for application. Follow IS: 1205, IS: 1203, IS: 1208 test procedures carefully to ensure safe sample handling.


Summary Table: Bitumen Properties (IS 5871 - Table 1)

PropertyRequirementTest Method (IS)
Softening Point50 to 90°C1205 (Ring & Ball)
Penetration at 25°C20 to 40 (1/100 cm)1203
Ductility at 27°C≥ 3 cm1208
Loss on Heating≤ 1%1212
Solubility in CS2≥ 99%1216

Handling Checklist:

  • Heat bitumen below 90°C to avoid degradation.
  • Use PPE: gloves, goggles, respirators.
  • Ensure ventilation in work area.
  • Store in dry, sealed containers.
  • Follow IS test methods for sample safety.
flowchart TD
    A[Storage] --> B[Heating (≤ 90°C)]
    B --> C{Use PPE?}
    C -->|Yes| D[Safe Handling]
    C -->|No| E[Risk of Burns/Inhalation]
    D --> F[
12Annexes and Appendices

IS 5871 Annexes and Appendices: Key Formulas, Tables, and Specifications


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

PropertyRequirementTest Method (IS Code)
Softening Point (Ring & Ball)50 to 90 °CIS 1205-1978
Penetration at 25°C (1/100 cm)20 to 40IS 1203-1978
Ductility at 27°C (min, cm)3IS 1208-1978
Loss on Heating (%) (max)1IS 1212-1978
Solubility in CS₂ (%) (min)99IS 1216-1978
  • Typical binders: Paving bitumen S35 (IS 73) and Industrial bitumen 65/25 (IS 702).

2. Appendix C - Composition of Bitumen Mastic (Clause 5.3, Table 3)

Component% by Weight of Total Mastic
Soluble Bitumen15 to 17
Aggregate passing 75-micron sieve42 to 52
Aggregate passing 212-micron & retained on 753 to 10
Aggregate passing 600-micron & retained on 21215 to 25
Aggregate passing 2.36 mm & retained on 6007 to 20
Aggregate retained on 2.36 mm sieveNil
  • Composition must conform to IS 1195-1978 Appendix C.

Summary:

  • Bitumen properties ensure durability and waterproofing performance.
  • Mastic composition controls consistency and mechanical strength.
  • Testing methods are standardized by corresponding IS codes.

flowchart TD
    A[Bitumen Properties] -->|Softening Point| B[50-90°C]
    A -->|Penetration| C[20-40 (1/100 cm)]
    A -->|Duct

Popular Questions About IS 5871

?What are the specified physical properties of bitumen used in the mastic?

Specified Physical Properties of Bitumen in Mastic (IS 5871):

  • Soluble Bitumen Content: 15% to 17% by weight of total mastic (Table 3, Clause 5.3)
  • Heating Temperature for Bitumen: 170℃ to 180℃ before mixing (Clause 5.1)
  • Mixing Temperature: Aggregate heated to 190-205℃, bitumen added and mixed without exceeding 205℃ (Clause 5.1)
  • Consistency: Semi-fluid at about 180℃, easily compressible by trowels into a compact, uniform layer (Clause 3.1)

Aggregate Gradation in Mastic (by weight):

Particle Size Range (IS Sieve)Percentage (%)
Passing 75 micron42 to 52
Passing 212 micron & retained on 75 micron3 to 10
Passing 600 micron & retained on 212 micron15 to 25
Passing 2.36 mm & retained on 600 micron7 to 20
Retained on 2.36 mmNil

This gradation ensures a dense, voidless, flexible, and impervious mastic suitable for damp-proofing.


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Summary: Bitumen for mastic must be soluble, heated properly, and proportioned with graded aggregates to produce a semi-fluid, workable, and durable damp-proofing material.

?How should the bitumen mastic be mixed and heated for optimal performance?

For optimal bitumen mastic preparation per IS 5871:

  • Heating:

    • Mix filler and fine aggregate; heat to 190–205°C.
    • Separately heat bitumen to 170–180°C.
  • Mixing:

    • Add heated bitumen to heated aggregate.
    • Cook and mix thoroughly in a mechanically agitated mastic cooker.
    • Ensure temperature never exceeds 205°C during mixing.
    • The cooker should discharge the entire mix within 30 minutes.
  • Consistency:

    • At about 180°C, the mastic should be semi-fluid and easily compressible by trowels into a compact, uniform layer.
  • Storage:

    • Cast mastic into ~25 kg blocks.
    • Blocks can be remelted and mixed on-site as needed.

This ensures uniform mixing, proper consistency, and prevents overheating, maintaining mastic quality and workability.

?What types of aggregates and fillers are recommended for the mastic composition?

Recommended Aggregates and Fillers for Bitumen Mastic (IS 5871):

  • Aggregates:

    • Use fine aggregates only.
    • Types:
      • Naturally occurring sand
      • Crushed limestone
      • Crushed hard rock
    • Grading should follow Table 2 of IS 5871 (not provided here, but typically specifies particle size distribution for fine aggregates).
  • Fillers:

    • Mineral fillers mixed with fine aggregates.
    • Must be properly blended and heated to 190–205℃ before adding bitumen.
  • Bitumen:

    • Heated separately to 170–180℃ and then mixed with aggregates and fillers.
  • Mixing:

    • Use mechanically agitated mastic cooker.
    • Ensure temperature does not exceed 205℃ during mixing.

This combination ensures a semi-fluid consistency at 180℃, suitable for compressible, compact, uniform flooring layers.

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?Can bitumen mastic be pre-manufactured and transported in block form?

Yes, according to IS 5871, bitumen mastic can be pre-manufactured and transported in block form.

Key points from the code:

  • Clause 5.2: Mastic may be factory-made, cast into blocks, and transported to the site.
  • Clause 5.2.2: These blocks should be broken into convenient sizes, remelted, and mixed at the site before application.
  • Clause 3.1: When heated to about 180°C, the mastic must have a semi-fluid consistency, easily compressible by trowels.
  • Clause 7.2: Sampling of blocks for quality control requires taking pieces from at least 6 random blocks, totaling not less than 5 kg.

This approach ensures quality control and ease of handling on-site while maintaining the required consistency and performance of the bitumen mastic.

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?What are the criteria to determine conformity to IS 5871 standards?

IS 5871 (1987) covers bitumen mastic for tanking and damp-proofing. Although the provided clauses lack explicit conformity criteria, typical criteria to determine conformity include:

  • Material Composition: Must comply with specified bitumen and filler proportions as per IS 5871.
  • Physical Properties: Check for softening point, penetration, and ductility within prescribed limits.
  • Performance Tests: Water impermeability, adhesion, and durability under standard test conditions.
  • Sampling & Testing: Samples should be taken as per IS 334 and IS 4911 referenced for definitions and test methods.
  • Certification: Product must meet all test requirements consistently to be certified conforming.

Typical Test Parameters (refer IS 5871 & related IS codes):

PropertyRequirement
Softening PointAs specified (e.g., 50-70°C)
PenetrationWithin specified range
DuctilityMinimum mm at 25°C
Water ImpermeabilityNo leakage under test conditions

For exact values, refer to the detailed tables in IS 5871.

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Summary: Conformity is confirmed by meeting all specified physical and performance criteria through standardized testing.

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