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u.s. su~vE orENnvc <br />6 4 7 2 <br />100 w wcHES I u.s. s1svE Nt1MBE]tg I HYDRGME'fFR <br />3/4 IR 7/8 7 6 g 10 1416 20 70 40 SO 1~ 200 <br />90 <br /> <br /> <br />P <br />R 70 <br />C <br />6 <br />N <br />T ~ <br />F <br />1 <br />N <br />SO <br />E <br />R <br />B <br />Y ~ <br />W <br />E <br />1 <br />~+ <br />70 <br />H <br />T <br /> <br />20 <br /> <br />10 <br />0 <br />~ <br />~ <br />100 <br />IO I 0.1 <br />0.01 0.001 <br />GRAw SIZE w ME.r TM«'*'GO~ <br />COBBLES GRAVEL SAND SILT OR CLAY <br />coarse fine coarse medium fine <br />S imen identification Classification MC% LL PL PI Cc Cu <br /> L3 4.0 SANDY LEAN CLAY CL Z3 38 17 21 <br /> 13 1~.L RADED GRAVEL with SILT and SAND GW M 9 NP NP NP 1.74 180.8 <br /> 15 POORL GRADED GRAVEL with SII.T and SAND GP MS NP NP NP 0.99 63.3 <br /> 15 POIIltL GRADED SAND with SII,T and GRAVEL SP M10 NP NP NP 0.96 75.7 <br /> 16 Pl3'~tI. GRADED SAND with SII.T and GRAVEL SP Ml l NP NP NP 0.99 63.4 <br />S imen Identification DI00 D60 D30 DIO %Gravel %Sand %Silt %Cla <br /> 13 4.0 4.75 0.0 31.2 68.8 <br /> 13 9.0 37.50 19.00 1.864 0.1051 62.6 29.2 8.2 <br /> 15 4.0 75.40 6.47 0.810 0.1023 46.2 45.5 8.3 <br /> 15 9.0 37.50 8.03 0.906 0.1061 45.0 46.6 8.4 <br /> 16 9.0 25.40 4.44 0.554 39.0 49.9 11.1 <br />PROJECT l~amnnt Pit Rxnansion - WCR's 11 & 24 JOB NO. 21975088 <br />DATE 10/17/97 <br />GRADATION CURVES <br />Terracon Consultants Western, Inc. <br />1289 lst Ave Greeley. Colorado <br />