# | Service | Quantity |
---|---|---|
1 | Selection of average sample of coarse soil to perform various tests up to 50 kg | 5 |
2 | Granulation test by mechanical method on coarse-grained soil up to grade 4 sieve | 2 |
3 | Granulation test by mechanical method on sandy or fine-grained soil under grade 4 sieve (according to س م ب127) | 1 |
4 | Separation of materials by dry method on different sieves and mixing them to obtain the desired granulation weighing up to 50 kilograms | 20 |
5 | Relative Density and (Specific Gravity) Absorption of Coarse Aggregate | 1 |
6 | Relative Density (Specific Gravity) and Absorption of Fine Aggregate | 2 |
7 | Standard Test Method for Density of Semi-Solid Bituminous Materials (Pycnometer Method) | 1 |
8 | Standard Test Methods for Quantitative Extraction of Bitumen From Bituminous Paving Mixtures by benzene | 1 |
9 | determination of passing filler content | 1 |
10 | Preparation of Three Test Specimens of single HMA and determining Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus | 6 |
11 | Standard Test Method for Bulk Specific Gravity and Density of Non-Absorptive Compacted Bituminous Mixtures (By determining the relevant parameters (according to MS2)) | 18 |
12 | Test Method for Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtures according to ASTM D2041 and Calculating Percent Asphalt Absorption by the Aggregate in an Asphalt Pavement Mixture according to ASTM D4469 | 1 |
13 | Heating and conditioning of bituminous specimens or asphalt mix in room temperature for 24 hr | 1 |
14 | surcharge for 30904 and 30908 rows because of Heating and mixing asphalt mixture in lab | 1 |