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' qw 1 <br /> w <br /> ' hWmm@Mr Ana is Sieve Analwis <br /> 25HR 7HR no lionauve e a• •'o clear Spua,e O Inge <br /> 405m1n 15min 60min 19m1n 4min lmin #200 k100 p50 p30 M76 qS 04 3WW 3/4' 1 3' 5'6' 6' <br /> 70 <br /> 0 <br /> 901 <br /> 10 <br /> 80, I I 20 <br /> 70 30 g <br /> 1 fi0' 40 <br /> c 50 5012 <br /> y 40 I 60 <br /> a <br /> 30 I 70 <br /> 20� 80 <br /> 10 BO <br /> ' .001 .002 .005 .009 .019 .037 .074 .149 297 .590 1.19 2.36 4.76 9.52 19.1 36.1 762 127 200100 <br /> Dlae o/Parddo In Mlllhiebn.0 152 <br /> mhr <br /> Sand I <br /> ' Clay (Plastic)to Silt(Non-Plastic) Fine Medium ne Free r Cobbles <br /> Sample of: Gravel, sandy, silty (GM) Gravel: 61% and: 32% <br /> From: TP-1 through 3 @ 0-5 feet Silt&Clay: 7% quid Limit: <br /> ' Plasticity Index: <br /> ' I HWmmtor Analysis Slew Anatyajo <br /> 25HR 7HR • • SeriesOUTr Square Open <br /> 0450min 15min 60m1n 19rWn 4min imin A200 9100 950 930 #18 #10 YB M4 3/e' 34- 1.6' 3- 5.6- 9'0 <br /> 10 <br /> 80 I I i � 20 <br /> 70 30 <br /> 1 I 40$ <br /> a 50 50¢° <br /> 608 <br /> 30 70 <br /> ' 20 I i 60 <br /> 10 90 <br /> ' 100 <br /> 001 .002 .005 .009 .019 .037 .074 .149 297 42 .590 1.19 2 2 36 4.76 9.52 19.1 36.1 762 122 5 200 <br /> Dlanrter of PaMde In MWlmehn <br /> Sand I <br /> Clay(Plastic)to Silt(Non-Plastic) fine unl rseI rim M ee <br /> Sample of: Gravel, clayey, sandy(GC) Gravel: 53% S d: 6% <br /> From: TP-2 @ 0-5 feet Silt&Clay:41% Li uid Limit: <br /> ' Plasticity Index: <br /> Gradation Test Results Job No. 593 <br /> ' Ilichrrlcal Date: January, 001 <br /> 11 Engineering <br /> IGroup,Inc. Fig. 6 <br /> I� <br />