Aggregate Tests:
BCRCo provides a wide variety of Aggregate Tests in all over Afghanistan; in provinces like Kabul, Herat, Mazar, Kandahar, Jalal Abad, Badakhshan, Badghis, Ghor, Farah, Helmand, Bamyan, and others.
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| No. | Test Title | Test Procedure Title |
|---|---|---|
| 1 | ASTM C 40 | Organic Impurities |
| 2 | ASTM C 117 | Material Finer than 75 µm (No. 200) Sieve |
| 3 | ASTM C 127 | Specific Gravity & Absorption in Coarse Aggregate |
| 4 | ASTM C 128 | Specific Gravity & Absorption in Fine Aggregate |
| 5 | ASTM C 136 | Sieve Analysis of Aggregates |
| 6 | ASTM C 29 | Unit Weight and Voids in Aggregate |
| 7 | ASTM C 70 | Surface Moisture in Fine Aggregate |
| 8 | ASTM C 87 | Effects of Organic Impurities on Mortar Strength |
| 9 | ASTM C 88 | Sulfate Soundness |
| 10 | ASTM C 131 | Los Angeles Abrasion Resistance on Small-Size Coarse Aggregate |
| 11 | ASTM C 142 | Clay Lumps |
| 12 | ASTM C 227 | Alkali Reactivity of Cement-Aggregate Combinations (Mortar-Bar) Method) |
| 13 | ASTM C 289 | Alkali-Silica Reactivity of Aggregates (Chemical Method) |
| 14 | ASTM C 535 | Los Angeles Abrasion Resistance on Large Size Coarse Aggregate |
| 15 | ASTM C 566 | Total Moisture Content |
| 16 | ASTM C 702 | Reducing Samples to Testing Size |
| 17 | ASTM C 1137 | Degradation of Fine Aggregate due to Attrition |
| 18 | ASTM C 1252 | Uncompacted Void Content |
| 19 | ASTM C 1260 | Potential Alkali Reactivity of Aggregates (Mortar-Bar Method) |
| 20 | ASTM C 1293 | Length Change Alkali-Silica Reaction |
| 21 | ASTM D 75 | Sampling |
| 22 | ASTM D 546 | Sieve Analysis of Mineral Filler |
| 23 | ASTM D 2419 | Sand Equivalent Value |
| 24 | ASTM D 4791 | Flat or Elongated Particles |
| 25 | ASTM D 5821 | Percentage of Fractured Particles in Coarse Aggregate |
| 26 | CRD-C 104 | Fineness Modulus |
| 27 | CRD-C 119 | Flat and Elongated Particles |
| 28 | CRD-C 171 | Percentage of Crushed Particles in Aggregate |
| 29 | BS 812 Section 105.1 & 105.2 | Testing Aggregates. Methods for Determination of Particle Shape Flakiness Index and Elongation Index for Coarse Aggregate |
