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'ST COLORADO CONSUL TANTS <br />4.0 <br />2.0 <br />n <br />e <br />r <br />0 <br />y <br />I I. I <br />~~~ <br />Effective Total I <br />c =0348 bf C =4485 lof <br />b =27.5° p = 142° , <br />I I <br />0 L <br />0 <br />2.0 4.0 6.0 B.0 10.0 l20 1{.0 16.0 <br />NORLLL 5T6t~ Ikall <br />tool nre~ <br />dfeethe ebe• <br />10.0 <br />8.0 <br />Y <br />"n B.0 <br />v <br />n <br />4.0 <br />r <br />y <br />O 2.0 <br />D <br />0 <br /> 5-YPLI NO. 1 2 9 <br /> 1- 1(OISTURE CONTENT. ~ 15.a la.fl la.B <br /> m DRY DENSITY, pe! 107.2 107.8 107.E <br /> ~ DIAMETER, In Z{04~ 2.102 2.504 <br /> e As7cxr. ;n ~ a.ozs e.oso e.o9z <br /> <br /> <br /> 0 <br /> <br />y sr HOIS7URE CONTENT. 21.1 19.0 17.2 <br />~ DRY DENSITY, pc! ll7.0 115.9 L17.5 <br /> I" DIAMETER, in 2.970 2.:94 2.929 <br /> ~ REICHT. In 5.908 5.940 5.899 <br /> r <br /> a <br /> <br /> TEST VALUES AT KAxIMUM PRINCI PAL S7AES5 AAT70 <br />1,~ eats PRESSOR!, pd 7a.o ee.o 7fl.D <br /> GILL PRTSSORR. pal 90.0 70.0 80.0 <br /> TOTAL LATERAL STRESS, b( 2.000 {.000 8.000 <br /> 70TAL AXIAL STALSS, ke! 9.850 7.859 14.149 <br /> OEYlAiOR STRESS k~i LaSO ~.81a e.aa0 <br />5 10 15 20 EPP*_CTIPE LATER-L 57R C55. ]caf 0.546 1.581 9.138 <br /> ElPECTIYE AXIAL STP.1'S5. Ya! 2.788 5.419 9.561 <br />1x1AL STRAIN (:) pORB PRESSURE. Icaf L45{ 2.{19 4.892 <br /> Ax1AL STRAIN. %. 10.02 16.8a 19.56 <br /> STRAIN RATE.:./min. 0.036 0.012 0.004 <br /> <br /> <br />TYPE OP TEST: CU ~i Lh pare preeaure LIOUIO LIMl7 = 9B T. <br />S11/PCP LOClT70 N: Teat Hale 8 6 10-20' PLISTI CITY lHDLT = ._ .. <br />9AYPLP DPSCRIPTION: Remolded O 75~ 5PD PPRCENT PASSING N0. 200 SIEYE = B6 <br />SOIL DBSCR1P710H: Sendy CLAY (CL1 NAY[1IUl( SPD DRY DL'NS1TY = 1125 PCF <br />OPT7MUY HOISTURL CDNTENT = IS.S <br />TRIAXIAL COMPRESSION TEST RESULTS <br />.lob Name: Pond 010 Job No. 95-?384 <br />L~xalion: Toast `Mine. [ioutt Count•:, Colorado I Figure ?3 <br /> I I I <br /> <br />' 1 1 1 1 <br />I I I I I , 1 1 <br />I 1 I I I I <br /> I <br />. I I I I I <br /> I 1.1 <br />I I I I 1 <br />i l l I I I I 11 <br /> <br />I II I1 I <br />I 1 I I I 1 1 <br /> I i I <br />.1 <br />~ ~rll 11 1 ~I I <br />1~1 I I <br /> I I I I I I I <br /> 1 I <br />l i l I 1 I <br />.I I II <br />I I I I 1 <br /> I <br />I~ 1 1 I I I <br />I 1 I I I I <br />I I I I <br />