Binder Composition and Method Thereof

A method of producing a liquid binder composition product comprising:

• providing a first biopolymer;
• providing a second biopolymer;
• providing at least one starch;
• providing at least one plasticizer;
• providing at least one mineral admixture;
• providing at least one filler material;
• providing an emulsifier;
• combining the at least one starch and the emulsifier together with water between 68 and 74 degrees Fahrenheit, wherein the ratio of water to the combined at least one starch and emulsifier is between about 1:10 to about 2:10;
• mixing the combined at least one starch, emulsifier, and water thoroughly to create a first mixture;
• combining the first biopolymer, second biopolymer, at least one plasticizer, at least one mineral admixture, and at least one filler material together with water between 68 and 74 degree Fahrenheit, wherein the ratio of water to the combined first biopolymer, second biopolymer, at least one plasticizer, at least one mineral admixture, and at least one filler material is between about 1:10 to about 2:10;
• mixing the combined first biopolymer, second biopolymer, at least one plasticizer, at least one mineral admixture, at least one filler material, and water thoroughly to create a second mixture;
• combining the first mixture and second mixture such that the ratio of water in the combined first mixture and second mixture to at least one starch, emulsifier, first biopolymer, second biopolymer, at least one plasticizer, at least one mineral admixture, and at least one filler material is maintained between about 1:2 to about 2:5.

A concrete composition product comprising

• a binder comprising a first biopolymer, a second biopolymer, at least one starch, at least one plasticizer, at least one mineral admixture, and at least one filler material in an amount between 5 and 15% by volume
• a first garbage of bituminous derivative wherein the first derivative is fine powder between 10 and 40 microns in an amount between 60 and 70% by volume
• a second garbage of bituminous derivative wherein the second derivative is sand between 1 and 6 mm in an amount between 10 and 15% by volume
• a third garbage of bituminous derivative wherein the third derivative is aggregate between 6 and 12 mm in an amount between 5 and 10% by volume
• water in an amount between 2 and 10% by volume