| Tex-100-E | Preparation of Soil and Flexible Base Materials for Testing |
| Tex-104-E | Determination of Liquid Limit of Soils |
| Tex-105-E | Determination of Plastic Limit of Soils |
| Tex-106-E | Method of Calculating the Plasticity Index of Soils |
| Tex-108-E | Determination of Specific Gravity of Soils |
| Tex-110-E | Determination of Particle Size Analysis of Soils |
| Tex-111-E | Determination of Amount of Material in Soils Finer than the 75 um (No. 200) Sieve |
| Tex-113-E |
Laboratory Compaction Characteristics and Moisture-Density Relationship of Base Materials and Cohesionless Sand |
| Tex-114-E | Laboratory Compaction Characteristics and Moisture-Density Relationship of Subgrade and Embankment Soil |
| Tex-115-E | Field Method for Determination of In-Place Density of Soils and Base Materials |
| Tex-116-E | Ball Mill Method for Determination of Disintegration of Flexible Base Material |
| Tex-117-E | Triaxial Compression Tests for Disturbed Soils and Base Materials |
| Tex-118-E | Triaxial Compression Test for Undisturbed Soils |
| Tex-120-E | Soil-Cement Testing |
| Tex-121-E | Soil-Lime Testing |
| Tex-131-E | Consolidated Undrained Triaxial Compression Test for Undisturbed Soils |
| Tex-132-E | Texas Cone Penetration Test |
| Tex-141-E | Visual-Manual Procedure for Description and Identification of Soils |
| Tex-142-E | Laboratory Classification of Soils for Engineering Purposes |
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