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CESPK PAM 415-1-2 <br /> App A <br /> L �- f� ST 15 Jun 89 <br /> PROJECT CORPS (OF ENGINEERS <br /> i,�lDATE SSM <br /> S�nG pP�ofi eirift Id V� II'IC-lABORATORY SOURCE OF3�_9B <br /> MATERIAL <br /> TEST NO COMPACTION-MOISTURE TEST <br /> DENSITY DETERMINATIONS METHOD <br /> DIA OF MOLD (in.) NUMBER OF LAYERS . NUMBERYOF BLOW Lo WEIGH S F TAMPER <br /> HEIGHT OF DROP WAXIMUM PARTICLE HEIGHT OF SOIL SAMPLE HAND TAMPER <br /> (in) 1 SIZE oo (`n) —,MECHANICAL TAMPER <br /> WATER ADDED <br /> -- <br /> MOLD <br /> �• wT. OF WET SOIL � r� � l�► it Z 2 0 1 <br /> WT. OF WET SOILE. <br /> F. VOL. OF SOIL SAMPLE / QQ Z Q�1 <br /> G. -WET DENSITY 3 - \ 30•a I <br /> -7q LA j-01,,A4n <br /> I]- CMTAINER NQ <br /> I WT. OF WET 7< -71 -7 J S,00 [ <br /> q <br /> J. WT. D+DRYSall <br /> T6 E <br /> K. WT. OF WATER /_ 22 <br /> 0 p <br /> lO ®/ <br /> M. WT. OF DRY SOIL V'73-7 <br /> N. WATER CONTENT 76 ' / <br /> DRY uN I T WT. <br /> P. 17,19 124, 2 1,11-1 1 114 <br /> - uFT <br /> TEST RESULTS <br /> } PT. WATER <br /> _TENT 0/0 <br /> XIMLM DRY <br /> 1 1 _ N$ LB/CUFT.-Ttr <br /> i _ I Ij - <br /> �' - - - <br /> • - CLASSIFICATION OF SAMPLE <br /> u <br /> LIQUID AND PLASTIC LIMITS: <br /> z <br /> SYMBOL FROM PLASTIC CHART <br /> c REMARKS: <br /> 41 <br /> 0 EE <br /> TESTED BY �� CHECKED BYE// <br /> • iQ es- 2v SU EO �''`' <br /> WAT CONTENT, 0 0 OF ORY W BY ,GtL✓J� <br /> SPD FORM 56 A-1 <br /> I OCT 72 <br />