BMT

4.11 QUALITY CONTROL OF TIMBER

Timber is widely used in construction for formwork, doors, windows, roofing, furniture, and structural elements. Quality control ensures strength, durability, resistance to pests, and dimensional stability.

4.11.1 Objectives of Timber Quality Control

4.11.2 Types of Timber Used in Construction

Type Description / Typical Use
Softwood (e.g., Pine, Deodar) Used in formwork, furniture, paneling, and temporary structures.
Hardwood (e.g., Teak, Sal, Mango) Used in doors, windows, flooring, and load-bearing structural members.
Engineered Timber (Plywood, Laminated Veneer Lumber, Glulam) Used in flooring, partitions, roof trusses, and decorative panels.
Treated Timber Timber treated with preservatives to resist decay and insect attack.

4.11.3 Laboratory Quality Tests for Timber

S. No. Test Name Description / Objective Typical Requirement / Acceptance Criteria Standard Reference
1 Moisture Content Test Determines the water content in timber; affects shrinkage, warping, and strength Moisture content ≤ 12–15% for structural use IS 287, ASTM D4442
2 Density / Specific Gravity Test Determines strength and stiffness characteristics Density ≥ 500–800 kg/m³ (species-dependent) IS 1734, ASTM D2395
3 Visual Inspection Checks for knots, cracks, splits, warping, decay, insect attack Free from large defects; knots ≤ 1/10 of width IS 1659, ASTM D245
4 Bending / Modulus of Rupture (MOR) Test Measures flexural strength Meets grade-specific MOR values IS 1734, ASTM D198
5 Compression Test Parallel / Perpendicular to Grain Measures compressive strength along grain and across grain Parallel: ≥ 35–50 MPa; Perpendicular: ≥ 5–10 MPa IS 1734, ASTM D198
6 Shear Test Measures resistance to shearing along grain Shear strength ≥ 5–10 MPa (species-dependent) IS 1734, ASTM D143
7 Durability / Decay Resistance Test Assesses susceptibility to fungal or termite attack Resistant to decay and insect attack IS 401, ASTM D2017
8 Preservative Treatment Verification Confirms adequate penetration and retention of chemical preservatives Penetration ≥ 6–12 mm, retention per IS / ASTM IS 305, ASTM D4442

4.11.4 Field Quality Control Measures

4.11.5 Acceptance Criteria for Timber

Property Softwood Hardwood Engineered Timber
Moisture Content ≤ 12–15% ≤ 12–15% As per manufacturer
Density 400–600 kg/m³ 600–900 kg/m³ As per manufacturer
Bending Strength (MOR) ≥ 40 MPa ≥ 60 MPa As per design
Compression Strength 30–40 MPa 50–60 MPa As per design
Surface / Visual Quality Free from large knots, splits, cracks Free from decay, knots, cracks Smooth, defect-free
Durability Moderate High High (treated or laminated)

4.11.6 Important BIS / ASTM Standards (Latest Revision)

Standard No. Title / Description
IS 1734 Methods of Testing Small Clear Specimens of Timber
IS 287 Methods for Determination of Moisture Content of Timber
IS 1659 Code for Visually Graded Structural Timber
IS 401 Durability of Timber – Fungal and Insect Resistance
IS 305 Preservative Treatment of Timber – Penetration and Retention
ASTM D198 Test Methods for Static Tests of Lumber in Structural Sizes
ASTM D143 Test Methods for Small Clear Specimens of Timber
ASTM D4442 Test Method for Moisture Content of Wood