Hylene Technical Requirements 400 70 20 0 90 3.0 2.five 230 99 Testing Final results 54.four 88.6 32 0.06 95 two.362 1 230Table three. 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, five cm/min, (cm) Elastic recovery ratio @25 C Actinomycin D Data Sheet 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 2.five 2302.1.2. Test Aggregates granite was chosen Nocodazole In stock because the test aggregate. As a sort 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 good thermal stability. When heated in an oven, a number of the water was removed prior to reacting, because the material exhibits poor physical permeability and poor water absorption. When placed in a curing box at greater than 80 humidity, the material will not absorb a considerable quantity of water. Hence, the moisture is not going to penetrate the asphalt interface from the aggregate; otherwise, it could affect the test outcomes. The fundamental physical properties of granite are shown in Table four, and also the granite utilized within this function had been pitted granite, which was bought from the Guangzhou Stone Market place. The granite specimens were formed by a double-sided cutting machine in the laboratory, and the cutting machine is shown in Figure 1. The molded granite specimen was 4 cm three cm three cm in size, plus the specimen is shown in Figure 2.Coatings 2021, 11, 1231 Coatings 2021, 11,four of 16 four ofCoatings 2021, 11,used in this work have been pitted granite, which was purchased in the Guangzhou Stone utilised in this operate have been pitted granite, which was purchased in the Guangzhou Stone Market. The granite specimens were formed by a double-sided cutting machine in the four 15 Market. The granite specimens had been formed by a double-sided cutting machine inofthe laboratory, along with the cutting machine is shown in Figure 1. The molded granite specimen and the cutting machine is shown in Figure 1. The molded granite specimen laboratory, was 4 cm three cm 3 cm in size, as well as the specimen is shown in Figure 2. was four cm three cm 3 cm in size, plus 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 4. Properties in the granite. Table 4. Properties in the granite. Table 4. Properties in 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 modulus (Mpa) Elastic modulus (Mpa) Elastic modulus (Mpa) Bibulous price Bibulous price Bibulous rate Shore hardness Shore hardness Shore hardness Proportion Proportion Proportion Technical Specifications Technical Specifications Technical Specifications 2790 3070 2790 3070 2790 3070 1000 3000 1000 3000 1000 3000 (1.3 1.five) ten (1.three 1.5) 10 (1.three 1.five) 06 0.13 0.13 0.13 HS70 HS70 HS70 two.6 2.75 2.6 2.75 two.6 2.75 Testing Final results Testing Results Testing Results 2860 2860 2860 2756 2756 2756 1.37 6 10 1.37 10 1.37 0 0.08 0.080.08 HS89 HS89 HS89 2.64 two.642.2.1.three. Cement Mortar two.1.3. Cement Mortar 2.1.3. The mortar was prepared using water, cement, and unique additives (which includes Cement Mortar The mortar was prepared utilizing water, cement, and specific additives (like The.