Effect of the Addition of Sugar Cane Bagasse Ash on the Compaction Properties of a Granular Material Type Hydraulic Base

In the present investigation 8 soil samples were studied, with additions of 5 and 7% addition sugar Cane Bagasse Ash (SCBA), Portland Cement (PC) combinations these in different proportions. The characterization classification study was carried out, determining Natural Humidity, Granulometric Curve, Consistency Limits, according to Unified Soil Classification System (USCS) AASHTO compaction. results show that use SCBA is viable significantly improve physical properties granular type Hydraulic Base, partial substitution for PC can be considered it would contribute more durable therefore economical roads. contributing reduction cement consumption, which imply a decrease release CO2 into atmosphere due manufacture Cement.