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Hylene Technical Specifications 400 70 20 0 90 three.0 two.5 230 99 Testing Final results 54.four 88.6 32 0.06 95 two.362 1 230Table 3. Properties of your S-HV-modified asphalt. Properties Penetration @25 C,100 g, five s, (0.1 mm) Softening point R B ( C) Ductility @5 C, 5 cm/min, (cm) Elastic recovery ratio @25 C Locomotion viscosity @60 C (Pa.s) Evaporation residue (Softening Point) @163 C 48 h ( C) Flash point ( C) Solubility in trichloroethylene Technical Specifications Testing Outcomes 48.1 93 31.five 85 200,000 1.5 23040 80 20 85 200,000 two.5 2302.1.two. Test Aggregates Granite was chosen because the test aggregate. As a form of magmatic rock, granite is mainly composed of feldspar, quartz, biotite, along with other minerals and, owing to its higher density, it includes a denser texture and superior thermal stability. When heated in an oven, a few of the water was removed prior to reacting, because the material exhibits poor physical permeability and poor water absorption. When placed within a curing box at greater than 80 humidity, the material won’t absorb a considerable volume of water. Thus, the moisture is not going to penetrate the asphalt interface in the aggregate; otherwise, it could Aztreonam MedChemExpress impact the test outcomes. The basic physical properties of granite are shown in Table four, and also the granite employed within this operate had been pitted granite, which was purchased in the Guangzhou Stone Marketplace. The granite specimens had been formed by a double-sided cutting machine within the laboratory, plus the cutting machine is shown in Figure 1. The molded granite specimen was 4 cm three cm three cm in size, as well as the specimen is shown in Figure 2.Coatings 2021, 11, 1231 Coatings 2021, 11,four of 16 four ofCoatings 2021, 11,employed within this operate had been pitted granite, which was bought from the Guangzhou Stone utilized within this operate were pitted granite, which was bought from the Guangzhou Stone Industry. The granite specimens were formed by a double-sided cutting machine within the four 15 Industry. The granite specimens had been formed by a double-sided cutting machine inofthe laboratory, and also the cutting machine is shown in Figure 1. The molded granite specimen along with the cutting machine is shown in Figure 1. The molded granite specimen laboratory, was four cm 3 cm three cm in size, plus the specimen is shown in Figure 2. was 4 cm 3 cm three cm in size, along with the specimen is shown in Figure 2.Figure 1. Cutting machine. Figure 1. Cutting machine.Figure 2. The granite specimen. Figure 2. The granite specimen. Table four. Properties from the granite. Table four. Properties from the granite. Table four. Properties of your granite. Physical Properties Physical Properties Physical Properties Density (kg/m3 Density (kg/m3)) Density (kg/m3 ) Compressivestrength (kg/m22) Compressive strength (kg/m Compressive strength (kg/m2 ) ) Elastic modulus (Mpa) Elastic modulus (Mpa) Elastic modulus (Mpa) Bibulous rate Bibulous rate Bibulous rate Shore hardness Shore hardness Shore hardness Proportion Proportion Proportion Technical Needs Technical Needs Technical Needs 2790 3070 2790 3070 2790 3070 1000 3000 1000 3000 1000 3000 (1.three 1.five) ten (1.3 1.five) 10 (1.three 1.5) 06 0.13 0.13 0.13 HS70 HS70 HS70 two.six two.75 two.6 two.75 2.six two.75 Testing Final results Testing Results Testing Namodenoson Biological Activity Benefits 2860 2860 2860 2756 2756 2756 1.37 six ten 1.37 10 1.37 0 0.08 0.080.08 HS89 HS89 HS89 two.64 two.642.two.1.3. Cement Mortar two.1.3. Cement Mortar two.1.three. The mortar was prepared working with water, cement, and particular additives (which includes Cement Mortar The mortar was prepared applying water, cement, and specific additives (which includes The.

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