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<br />~ <br />~ <br /> <br />.Q <br />iii <br />c:: <br />Cl <br />.5 <br />ia <br />CD <br />CD <br />.:.! <br />() <br />o <br />Qj <br />E <br />::i <br /> <br /> 122 <br />~ <br />E 121 <br />Cl <br />"Qi <br />3: <br />- <br />.2 120 <br />::l <br />~ <br />Cl <br /> 119 <br /> 118 <br /> <br />2 <br /> <br /> LBR Value: 50 ''10 <br /> .. ........ <br /> 7" ~ <br /> ./ "' <br /> ./ '\. <br /> / '\. <br />0 '\... <br /> ~ <br /> '\ <br />0 Optimum Moisture: 10 % <br /> Maximum Density: 121 pc! <br /> I r\ <br /> / " <br /> . ~ <br /> I <br /> / \ <br /> f \ . <br /> <br />250 <br />200 <br /> <br />150 <br /> <br />100 <br />90 <br />80 <br />70 <br />60 <br />50 <br /> <br />40 <br /> <br />30 <br /> <br />8 <br /> <br />9 <br /> <br />10 11 12 13 <br />Moisture Content (% by weight) <br /> <br />Sample No.: 1 <br />Location: On-Site stockpile <br />Soil Description: Brown to Orange Slightly Silty to Slightly Clayey Fine Sand <br />Project Requirement: Stabilized Subgrade; :t.BR = 40 <br /> <br />B3 <br /> <br />L1MEROCK BEARING RATIO <br /> <br />UNIVERSAL <br />ENGINEERING SCIENCES <br /> <br />DRAWN BY: <br />SCALE: <br /> <br /> <br />DATE: <br />ORDER NO: <br /> <br />CHECKED BY: <br />REPORT NO: LBR <br /> <br />DATE: <br />PAGE NO: <br />