Laserfiche WebLink
i 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />-~. <br />1 <br />1 <br />Lae SRK-CO LAB NO. 1.35 F <br />STEEPEN ROBERTSON i KIRSTEN CLIENT BATTLE MTN. GOLD w+aECr_SAN I uls <br />FEaruR~ATIVE SOIL TEST PITPRaECrNO. 147n7 <br />Consulting Erglneen saMPLENO. 11.0 oaTErESTEO.B/15/88 <br />MOISTURE-DENSITY RE~ATIONSNIPS <br />PROCTOR COMPACTION TEST <br />ASTM DESIGNATIONS D698 METHOD r <br />130.0 <br />125.C <br />120.C <br />115.0 <br />w <br />V <br />a <br />} <br />~ I10.0 <br />N <br />z <br />w <br />0 <br />o- <br />105.0 <br />100.0 <br />9 5.0 <br />90.0 <br />0.0 <br />ISRK FORM LR-7 <br />5.0 10.0 I5.0 20.0 25.0 30.C <br />MOISTURE CONTENT <br />FIGURE NO. <br /> wRVw rvn ~w 7e ~u Vn~ai wrv rvrc <br />A SPECIFIC GRAVITY EQUAL TO~ <br /> <br /> <br /> 280 MAXIMUM ORY DENSITY <br /> 70 120 <br />6 <br />2 <br />PCP <br /> . <br />. <br />- <br /> 2.60 <br /> OPTIMUM MOISTURE CONTENT <br /> 2.50 11 .3 % <br /> , <br /> VISUAL DES~~RIPTION <br /> _ <br /> Silty Sand with Gravel <br /> <br /> SOIL PROPERTIES <br /> A <br /> P <br />SSING No. 200 U.S. SIEVE <br /> 22.0 Y <br /> <br /> SIEVE ANALYSIS REFERENCE <br /> <br /> FIGURE No. <br /> <br /> LL <br /> PL <br /> <br /> PI <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />