Laserfiche WebLink
150 <br /> 145 <br /> 140 <br /> 135 <br /> 130 <br /> 125 <br /> u. <br /> a_ <br /> y120 <br /> c <br /> m <br /> D <br /> G 115 <br /> 110 <br /> 105 <br /> 100 <br /> 100%Saturation <br /> 95 <br /> 90 --- <br /> x 0% 5% 10% 15% 20% 25% 30% 35% <br /> N <br /> rn Moisture Content(%) <br /> ce <br /> m <br /> o SYMBOL BORING SAMPLE SOIL <br /> OPTIMUM MAXIMUM <br /> a NUMBER NUMBER CLASSIFICATION MOISTURE DRY DENSITY <br /> CONTENT (LBS/FT3) <br /> N <br /> • Grab S-1 SM 10.6 122.7 <br /> Sample <br /> 0 <br /> o NOTE: Tests performed in general accordance with ASTM D-1557 <br /> 0 <br /> COMPACTION TEST RESULTS <br /> °° <br /> GEOENGINEERS1 <br /> FIGURE B-2 <br />