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<p>4-المشروع: أعمال الطرق</p><p> </p><p>1.ميلنغ ، إزالة الأسفلت القديم والتخلص منه خارج الموقع.</p><p>2 - تصريف المياه والضغط بمستوى التكوين المطلوب ل MDD.</p><p>3.تقديم 20 سم من التحضير والضغط كما هو مطلوب من 97٪.</p><p>4. قاعدة العرض بسماكة 20 سم حسب المواصفات مع CBR> 60٪.</p><p>5- قم بتوزيع وضغط الدورة الأساسية الفرعية بسمك 20 سم حسب المواصفات مع CBR> 80٪ وفقًا للرسومات.</p><p>6.اسفلت جير أولي MC-70.</p><p>7.اسفالت قاعدة سُمك 7 سم حسب المواصفات.</p><p>8. طبقة من الجير MC-70.</p><p>9. يرتدي الأسفلت دورة بسمك 5 سم حسب الرسومات والمواصفات.</p>
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<h4> <strong>4-PROJECT</strong>: <strong>ROAD WORKS</strong></h4><p> </p><p>1.MAILING, REMOVING OLD ASPHALT AND DISPOSED OFF THE SITE.</p><p>2.GRADING WATERING AND COMPACTION THE FORMATION LEVEL TO REQUIRED MDD.</p><p>3.SUBGRADE 20CM PREPARATION AND COMPACTION AS PER THE RQUIRED MDD OF 97%.</p><p>4. SUPPLY BASE COURSE OF THICKNESS 20CM AS PER SPECIFICATIONS WITH CBR> 60%.</p><p>5.SUPPLY SPREADING AND COMPACTION OF SUB BASE COURSE WITH THICKNESS OF 20CM AS PER SPECIFICATIONS WITH CBR>80% ACCCORDING TO THE DRAWINGS.</p><p>6.PRIME COATE MC-70.</p><p>7.ASPHALT BASE COUSRE OF THICHNESS 7CM AS PER SPECIFICATIONS.</p><p>8. TACK COAT MC-70.</p><p>9. ASPHALT WEARING COURSE OF THICKNESS 5CM AS PER DRAWINGS AND SPECIFICATIONS.</p>
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