Abstract
Tests of vehicles of category M1 were carried out when using the BRAKE TESTER descener model LWS models - 2 / MC on: dry asphalt concrete coating T = (0 ± 0.5) ͦ C; dry asphalt concrete coating T = (+17 ± 0.5) ͦ C; Rocherated snow coating T = (-15 ± 0.5) ͦ C; The calculation method is considered, the results obtained are analyzed.
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