Strength of concrete has been on increase from it is from exploration based on high demand it in construction industries, these also  includes high performance of  these products as it  has been observed higher percentage of improvement in current modern days; the need of this products generation high concrete strength development is high in construction industries.  Comprehensive studies have been made; this has generated significant improvement in the last three decades. More so  cementitious materials like fly ash, silica fume and ground granulated blast furnace slag in numerous research  have been applied  in high significant  rate of partial  cement replacement, these are  due to high improvement on concrete strength from these by products. it has expressed  significantly upgrading on the strength and stability characteristics of concrete  compared to that of ordinary Portland cement (OPC) alone,  in line with these commending output, it has been investigated as an observation shows that adequate  curing [6-10]. Nevertheless, the desired for high strength concrete in construction has developed significant percentage level in its success, definitely,  it is necessary that  the tendency of  using  silica fume has developed higher target strength or concrete performance, [1-4,]. These category addictives has been observed to produce a higher percentage results of particle packing, this is due to its qualities of strong pozzolanic property rising the resistance of the concrete in most hostile environments [1],[11-15]. Metakaolin (MK). Furthermore calcined kaolin is observed to be other type of pozzolan, it is generated by calcinations, it has the quality to substitute silica fume as an alternative material. In most developed nations such as India MK  generates a very high amount of its quantities, these are processed product of kaolin mineral, these are very wide spread proven reserves product  available in the country [2,3,5,1316] resent studies have expressed a lots of interest in MK, because it has been  found to possess both pozzolanic and micro filler characteristics [15-19]. It has also been applied with high rate efficiency for the development of high strength thus  self-compacting concrete on experimental process, but not much has been achieved using mathematical modeling [4-8],[13-15][2].

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Density Test

After 90 days curing, one set (3 cylinders) of concrete specimen were taken out from storage for density test according to ASTM C 642 [19], for testing at particular day. These specimens were

Table 1: Predictive and Experimental Value of Compressive strength at Different Curing Age

Table 2: Predictive and Experimental Value of Compressive strength at Different Curing Age.

Table 3:  Predictive and Experimental Value of Compressive strength at Different Curing Age.

Table 4: Predictive and Experimental Value of Compressive Strength at Different Curing Age.

Table 5:  Predictive and Experimental Value of Compressive strength at Different Curing Age.