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us. s~vE oPENINC <br />6 4 3 2 <br />l00 INcH[i5 I us. smvE Nu1~FR.q I HYDROMfiTFJt <br />S/, IR 72 7 6 aI0141620 ]0 ~ SO I~200 <br /> <br />90 <br /> <br />so <br /> <br />P <br />E <br />R ~ <br />C <br />E <br />N <br />T 60 <br />P <br />1 <br />N <br />SO <br />E <br />R <br />B <br />Y <br />~ <br />W <br />E <br />1 <br />G <br />70 <br />H <br />T <br /> <br />20 <br /> <br />10 <br />0 <br />~ <br />~ <br />0.01 0.001 <br />10 I 0.1 <br />100 <br />GRAIN SIZE IN MILLQ.IETFRS <br />COBBLES GRAVEL SAND SII.T OR CLAY <br />coarse fine coarse medium fine <br />S imen Identification Classification MC% LL PL PI Cc Cu <br /> 1 4.0 FAT CLAY CFl 25 52 24 28 <br /> 1 PO~2L GRADED SAND with SII.T and GRAVEL SP M10 NP NP NP 0.85 35.9 <br /> 10 4.0 LEAN CLAY CL 26 43 21 2Z <br /> 11 PO~tL GRADED SAND with SII.T and GRAVEL SP Mll NP NP NP 0.66 59.5 <br /> 12 POt7RL GRADED SAND with SII,T and GRAVEL SP M10 NP NP NP 0.91 63.8 <br />S imen Identification D100 D60 D30 Dl0 %Gravel %Sand %Silt %Cla <br /> 1 4.0 4.75 0.0 5.0 95.0 <br /> 1 9.0 25.40 4.61 0.707 0.1283 39.5 52.9 7.6 <br /> 10 4.0 4.75 0.0 8.8 91.2 <br /> 11 9.0 37.50 6.96 0.731 0.1170 45.9 46.6 7.5 <br /> 12 9.0 25.40 4.47 0.533 39.1 49.6 11.3 <br />PROJECT LJ1>~lnnt Pit .xnancion - W('R's 11 & 24 JOB NO. 21975088 <br />DATE 10!17/97 <br />GRADATION CURVES <br />Terracon Consultants Western, Inc. <br />1289 1st Ave Greeley, Colorado <br />