Using a geotextile as a medium to retain soil particles necessitates compatibility between it and the adjacent soil. This test method is used to indicate the apparent opening size in a geotextile, which reflects the approximate largest opening dimension available for soil to pass through.
Test Method D4751 for the determination of opening size of geotextiles is acceptable for testing of commercial shipments of geotextiles. Current estimates of precision, between laboratories, are being established.
In case of a dispute arising from differences in reported test results when using Test Method D4751 for acceptance testing of commercial shipments, the purchaser and the supplier should conduct comparative tests to determine if there is a statistical bias between their laboratories. Competent statistical assistance is recommended for the investigation of bias. As a minimum, the two parties should take a group of test specimens that are homogeneous as possible and that are from a lot of material of the type in question. The test specimens should then be randomly assigned in equal numbers to each laboratory for testing. The average results from the two laboratories should be compared using Students t-test for unpaired data and an acceptable probability level chosen by the two parties before the testing is begun. If a bias is found, either its cause must be found and corrected or the purchaser and the supplier must agree to interpret future test results in the light of the known bias.
TABLE 1 Glass Bead Sizes
| Bead Size Range | |||||
|---|---|---|---|---|---|
| Passing | Retained | Bead Size DesignationA | |||
| mm | Sieve NumberB | mm | Sieve NumberB | mm | Sieve Number |
| 2.0 | 10 | 1.70 | 12 | 1.7 | 12 |
| 1.4 | 14 | 1.18 | 16 | 1.18 | 16 |
| 1.00 | 18 | 0.850 | 20 | 0.850 | 20 |
| 0.710 | 25 | 0.600 | 30 | 0.600 | 30 |
| 0.500 | 35 | 0.425 | 40 | 0.425 | 40 |
| 0.355 | 45 | 0.300 | 50 | ||