| In-plane drainage capacity | ASTM D4716/D4716M | Flow along the plane of a geosynthetic under a stated hydraulic gradient and normal compressive stress. | Flow rate per unit width: m²/s; transmissivity: m²/s; hydraulic gradient: dimensionless | Test specimen construction, flow direction, hydraulic gradient, applied normal stress, test duration, and reported flow or transmissivity. | Results depend on the test conditions. Compare products only when the reported conditions are equivalent or the differences are clearly accounted for. |
| Geotextile water flow across its plane | ASTM D4491/D4491M | Water permeability of a geotextile using the permittivity method, with flow normal to the specimen plane. | Permittivity: s⁻¹ | Test method, specimen identification, conditioning, test result, and whether the tested geotextile is the same grade used in the drain product. | This method applies to geotextiles; it does not by itself measure the in-plane flow capacity of a plastic drainage core. |
| Drainage-core configuration | Product construction information | Core profile and the configuration of any attached filter geotextile or protective layers. | Core thickness: mm; roll width and length: m | Cross-section drawing, nominal dimensions, material description, and confirmation of which layers were included in each test specimen. | A result for a geotextile alone should not be represented as a test result for the assembled blind drain. |
| Test condition comparability | D4716 and D4491 test reports | Whether test setup and specimen details allow a meaningful comparison between reported results. | Record the units and conditions used in each report. | Ask for the full report or a traceable summary that identifies the method, specimen, test conditions, result, and laboratory. | A standard test method does not establish a universal pass/fail threshold; project specifications determine acceptance criteria. |
| Project suitability | Design and installation review | Whether the tested drainage properties and product configuration suit the intended soil, loading, flow path, and installation details. | Project-specific; use specified design units. | Design flow demand, expected compressive stress, filter compatibility, connection details, and applicable project acceptance criteria. | Laboratory measurements support product evaluation but do not replace project-specific engineering design. |