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Hylene Technical Requirements 400 70 20 0 90 3.0 two.five 230 99 Testing Results 54.four 88.six 32 0.06 95 two.362 1 230Table 3. Properties from the S-HV-modified asphalt. Properties Penetration @25 C,100 g, 5 s, (0.1 mm) Softening point R B ( C) Ductility @5 C, five 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 Needs Testing Benefits 48.1 93 31.5 85 200,000 1.5 23040 80 20 85 200,000 2.five 2302.1.2. Test Aggregates Granite was selected as the test aggregate. As a kind of magmatic rock, granite is mainly composed of feldspar, quartz, biotite, as well as other minerals and, owing to its higher density, it includes a denser texture and great thermal stability. When heated in an oven, a few of the water was removed just before reacting, as the material exhibits poor Sabizabulin manufacturer physical permeability and poor water absorption. When placed inside a curing box at greater than 80 humidity, the material is not going to absorb a considerable amount of water. Hence, the moisture will not penetrate the asphalt interface from the aggregate; otherwise, it could affect the test final results. The basic physical properties of granite are shown in Table four, and also the granite utilised within this perform have been pitted granite, which was purchased from the Guangzhou Stone Industry. The granite specimens had been formed by a double-sided cutting machine inside the laboratory, and also the cutting machine is shown in Figure 1. The molded granite specimen was 4 cm three cm three cm in size, and also the specimen is shown in Figure 2.Coatings 2021, 11, 1231 Coatings 2021, 11,four of 16 four ofCoatings 2021, 11,applied in this function were pitted granite, which was purchased from the Guangzhou Stone used in this function have been pitted granite, which was purchased from the Guangzhou Stone Marketplace. The granite specimens were formed by a double-sided cutting machine within the 4 15 Industry. The granite specimens were formed by a double-sided cutting machine inofthe laboratory, plus 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 4 cm 3 cm three cm in size, as well as the specimen is shown in Figure 2. was 4 cm three cm 3 cm in size, and also the specimen is shown in Figure 2.Figure 1. Cutting machine. Figure 1. Cutting machine.Figure 2. The granite specimen. Figure two. The granite specimen. Table four. Properties of the granite. Table four. Properties of your granite. Table four. Properties of the 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 Tetracosactide custom synthesis modulus (Mpa) Elastic modulus (Mpa) Elastic modulus (Mpa) Bibulous rate Bibulous price Bibulous rate Shore hardness Shore hardness Shore hardness Proportion Proportion Proportion Technical Requirements Technical Requirements Technical Specifications 2790 3070 2790 3070 2790 3070 1000 3000 1000 3000 1000 3000 (1.three 1.five) ten (1.three 1.five) ten (1.3 1.5) 06 0.13 0.13 0.13 HS70 HS70 HS70 2.six two.75 2.six 2.75 two.6 two.75 Testing Benefits Testing Results Testing Outcomes 2860 2860 2860 2756 2756 2756 1.37 6 ten 1.37 ten 1.37 0 0.08 0.080.08 HS89 HS89 HS89 two.64 two.642.two.1.3. Cement Mortar 2.1.3. Cement Mortar two.1.three. The mortar was prepared employing water, cement, and particular additives (which includes Cement Mortar The mortar was prepared applying water, cement, and particular additives (including The.

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