Physical Address
304 North Cardinal St.
Dorchester Center, MA 02124
Physical Address
304 North Cardinal St.
Dorchester Center, MA 02124
ASTM D418 – 93 provides standardized test methods for evaluating the construction of machine-made pile yarn floor coverings, including woven, knitted, and tufted types. These methods are applicable to materials in various stages of production, from uncoated greige goods to finished goods with an applied adhesive back coating that bonds the pile yarn to the backing fabric. The standard serves as a foundational reference for quality control and product specification within the textile flooring industry.
The scope of D418 is comprehensive, covering the physical assessment of the carpet’s core construction. Key parameters include the total mass per unit area (Section 7), which dictates overall material usage, and specific pile characteristics such as thickness, tuft length, and yarn mass. The standard distinctly addresses both level pile and multilevel pile geometries (Sections 10 & 11), acknowledging the complexity introduced by patterned surfaces and the structural differences between uncoated and back-coated goods.
| 🏷️ Test Method | ⚙️ Parameter Measured | 📐 Applicable Section |
|---|---|---|
| Total Mass per Unit Area | Mass of entire floor covering construction | Section 7 |
| Component Masses per Unit Area | Mass of individual backing and pile components | Section 8 |
| Pile Thickness (Level Pile) | Vertical height from backing to pile surface | Section 10 |
| Pile Thickness (Multilevel Pile) | Height measurement across pattern repeats | Section 11 |
| Tuft Length | Yarn length from backing to tip of tuft | Sections 12, 15, 19 |
| Tuft and Yarn Length (Uncoated) | Yarn removal length from uncoated goods | Section 18 |
Precise differentiation between “Pile Thickness” and “Tuft Length” is critical across the standard. Pile thickness measures the vertical compression resistance or gauge height of the carpet face, while tuft length measures the actual yarn length extracted from the structure. For uncoated floor covering, specific tests under Section 18 detail the removal and measurement of tufts, which is vital for evaluating yarn consumption efficiency and manufacturing consistency.
| 🔍 Measured Property | 📏 Standard Unit | 🎯 Key Reference |
|---|---|---|
| Pile Thickness | Inches (mm) | Sections 10, 11 |
| Tuft / Yarn Length | Inches (mm) | Sections 12, 14, 18, 20 |
| Mass (Pile & Total) | oz/yd², g/m² | Sections 7, 8, 9 |
| Binding Sites | Count per inch or cm | Sections 16, 21 |
The accuracy of D418 testing relies heavily on meticulous specimen preparation detailed in Annex A1. This annex governs the preparation of specimens of a measured area, along with conditioning requirements and handling procedures. Users must refer to ASTM D123 for Terminology Relating to Textiles and D1909 for commercial moisture regain values that influence mass calculations. Test operators shall establish appropriate safety practices when handling materials and equipment in accordance with Section 1.4.
ASTM D418 specifically covers machine-made woven, knitted, and tufted pile yarn floor coverings. The methods apply to materials both before and after the application of an adhesive back coating designed to bond the pile yarn to the backing fabric.
Pile Thickness (Sections 10 & 11) measures the vertical height from the top of the backing fabric to the top of the pile surface. Tuft Length (Sections 12, 15, & 19) involves extracting and measuring the actual length of the pile yarn from the backing, which accounts for the yarn path and can differ from the compressed or relaxed thickness of the carpet face.
The standard mandates the use of inch-pound units for all measurements except mass. While SI (metric) equivalents are often listed in the standard text, inch-pound values must be considered the definitive standard in all reporting and quality checks.
For multilevel pile floor coverings, Section 11 provides specific guidance on measuring pile thickness across pattern repeats. This ensures that the test results accurately represent the varying pile heights within the construction rather than averaging them out, which could mask significant structural inconsistencies.