2. Determine the degree of compaction in an area of 250 m2, for a base material to be placed in Masocruz above 4000 meters above sea level, b) How many tests should be done for 250m2 on a base material 20cm thick? c) It complies or does not comply with the technical specifications according to EG-2010 % allowed gravel above the maximum size,% allowed field humidity and degree of compaction according to base material). Justify your answer. d) What are the IP, LL and CBR allowed if there is a 1x107 EAL traffic for this specific case. PROCTOR MODIFICADO: M-01 3 2 11017 Peso suelo nume do + molde Peso mol de + base Vol u men de 1 mol de Recipiente N Peso del suelo nme do +tara Peso del suelo se co + ta ra e Peso de ta ra 1 10851 6593 2123 T-10 1106.2 1085.0 494.0 6593 2123 T-09 1384.2 1340.3 489.0 11225 6593 2123 T-07 1288.6 1233.0 495.0 4 11152 6593 2123 T-11 1214.3 1153 2 495.0 DATOS PARA DENSIDADES DE CAMPO: CON CONO DE ARENA: Peso del Suelo (Fino +Grava)+Recip Peso del Re ci piente Peso Are na + Fra s co + Cono Peso Arena Restante + Frasco+Cong. Peso Are na en el Cono Densidad de la Are na Peso de la gra va s e ca da al aire Peso es pe cifico de la grava 1 6795 188 7254 1762 1718 1.405 1056 2.705 11 7005 188 7361 1758 1718 1.405 1142 2.705 III 7084 188 7394 1742 1718 1.405 1138 2.705 DETERMINACIN DEL CONTENIDO DE HUMEDAD Recipiente N 5 Peso de Tara + Sue lo hme do 956.8 Peso de Tara + Suelo Se co 912.4 Peso de Tara 277.3 8 1142.3 1086.5 275.6 12 1054.4 10026 284.2 a) Draw the graph of compaction curves for each case and determine its OCH and MDS. It is also asked what is the compaction method used, how many layers, number of blows, energy? 2. Determine the degree of compaction in an area of 250 m2, for a base material to be placed in Masocruz above 4000 meters above sea level, b) How many tests should be done for 250m2 on a base material 20cm thick? c) It complies or does not comply with the technical specifications according to EG-2010 % allowed gravel above the maximum size,% allowed field humidity and degree of compaction according to base material). Justify your answer. d) What are the IP, LL and CBR allowed if there is a 1x107 EAL traffic for this specific case. PROCTOR MODIFICADO: M-01 3 2 11017 Peso suelo nume do + molde Peso mol de + base Vol u men de 1 mol de Recipiente N Peso del suelo nme do +tara Peso del suelo se co + ta ra e Peso de ta ra 1 10851 6593 2123 T-10 1106.2 1085.0 494.0 6593 2123 T-09 1384.2 1340.3 489.0 11225 6593 2123 T-07 1288.6 1233.0 495.0 4 11152 6593 2123 T-11 1214.3 1153 2 495.0 DATOS PARA DENSIDADES DE CAMPO: CON CONO DE ARENA: Peso del Suelo (Fino +Grava)+Recip Peso del Re ci piente Peso Are na + Fra s co + Cono Peso Arena Restante + Frasco+Cong. Peso Are na en el Cono Densidad de la Are na Peso de la gra va s e ca da al aire Peso es pe cifico de la grava 1 6795 188 7254 1762 1718 1.405 1056 2.705 11 7005 188 7361 1758 1718 1.405 1142 2.705 III 7084 188 7394 1742 1718 1.405 1138 2.705 DETERMINACIN DEL CONTENIDO DE HUMEDAD Recipiente N 5 Peso de Tara + Sue lo hme do 956.8 Peso de Tara + Suelo Se co 912.4 Peso de Tara 277.3 8 1142.3 1086.5 275.6 12 1054.4 10026 284.2 a) Draw the graph of compaction curves for each case and determine its OCH and MDS. It is also asked what is the compaction method used, how many layers, number of blows, energy