Excavation Of The Existing Unusable Road, Loading On Cars, Transportation To A Distance Of 5 Km, Mechanical Planning Of The Field, Soil Compaction With An 8-Ton Roller - 4 Trips, Applying A Layer Of Crushed Stone, 15 Cm Thick, Sand-Gravel Mixture Or Crushed Stone-Sand Mixture With Optimal Granulometric Composition, Thickness - 15 Cm, Priming Works By Pouring Bitumen Emulsion Using An Autotaronator, Asphalt Injection Should Be 6 Cm-Fine-Grained
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