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GROUND ZERO ANALYSIS <br /> PROJECT k-`5 <br /> INTERVAL/SAMPLE DESCRIPTION DELL/BOR�Nc l- uef <br /> DATE/BY °°1 Z Kj° <br /> LOG INTERVAL <br /> SAMPLE INTERVAL I 8-q 6 11 - 1-7 1 1 - Z® <br /> BLOWCOUNTS - - - - - - I - <br /> SAND o -7ic, I <br /> GR SIZE/RANGE rN u eRs FN u CRs rN u cRs rw Y DRS IN Y eRs rN Y ees FN Y CRS <br /> ANGULARITY A SA SR R A SA R A SA 0 R A SA S R A SA SR R A SA SR R A SA SR R <br /> GRADING w r w © w r IN 15 W r w r w r <br /> G RAVEL 5 I <br /> GR SIZE/RANGE rN eRs FN CRS rN ucs rN CRS M CRS FN CRs rN DRs <br /> ANGULARITY A SA SR R A SA SR R A SA SR R A SA SR R A SA SR R A SA SR R A SA U R <br /> GRADING W r w r w r w r w r w r w r <br /> COBBLES I <br /> X FINES <br /> DRY STRENGTH I N L Y H VN N L Y N VN N L Y H YN N L Y H VH N L Y H VH N L M H VN N L Y N VN <br /> DILATANCY N =w R N SLW R N SIX R N SLW W N ELW R N SLW R N slw R <br /> TOUGHNESS L u H L N H L u H - V Y H L Y H L Y_ H i L Y x <br /> PLASTICITY N L Y H N L Y H N L u H N 1 Y H N L Y H N L u H IN L Y H <br /> CMPCTNSS/CNSSTNCY I I <br /> COLORI I �ra.✓� 91"v:JV" tQ�G(iS� <br /> `a �ra✓b-� <br /> ODOR I N SL Y sYIKG N SL Y STRNG SL Y SUNG N Y STRN6 N s< Y SIRNG N s< Y Milo IN SL Y SING <br /> ORGANICS N Y NNY N Y N Y N Y I N Y <br /> MOISTURE i DRY MST wrr e) un WWET un DET DRY MST DRY YSr WO DRY YST WET I DRY YS W<II <br /> HCL REACTION N WEAK rMNG H WUK STRNG N WEAK MNB N WEAK STRNG N WEAK STRNG N WUK MUG N ww STRNG <br /> CEMENTATION WEAK u smc WEAK Y STRNG WEAK u MNG V-)X Y STRNG WEAK u SiRNG WEAK Y STRN6 IWUK Y SUNG <br /> STRUCTURE I tr;�ej <br /> 0.4COMMENTS P?P (b'=o; <br /> SAMPLE ID <br /> NAME � R <br /> SYMBOL <br /> 1 sempfrm.dwg <br />