This document summarizes a study on the variation of strength in cohesive soil with moisture content and time. Standard Proctor compaction tests were conducted on a silty clayey soil to determine its maximum dry density and optimum moisture content. Unconfined compressive strength tests were then performed on soil samples compacted at different moisture contents (ranging from 8.6% to 14.6%), and cured for different time periods from 0 to 30 days. The results showed that unconfined compressive strength and initial tangent modulus decreased with increasing moisture content, but increased with curing time, for all moisture contents tested. The study aims to understand how the strength and deformation properties of subgrade soils used in road construction can vary due to