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SYMBOLS <br />AL GRANULAR SOIL <br />COHESIVE SOIL OR ROCK <br />TEST AT SATURATED MOISTURE CONTENT <br />TEST AT MOISTLJRE CONTENT AS INDICATED <br />WATER AODED DURING TEST <br />c o <br />I <br />@ <br />ABBREVIATIONS <br />DH.16 <br />TP-IZ <br />GU 7', <br />(Su) <br />DRILL XOLE NUMBER <br />TEST PIT NUUBER <br />DEPTH BELOW GRAOE IN FEET <br />SOIL TY PE E XP R E S SE D IN LETT ER SYM BOL OF <br />UNIFIED SOIL CUASSIFICATION SYSTEM <br />AL(45ttO) -ATTERBERG LIMITS <br />(LIOUID LIMIT/ PLASTICITY IruDEX) <br />N <br />F <br />R <br />TYPE OF SAMPLE TESTED <br />UNDISTURBED NATURAL SOIL <br />UNDISTURBED COMPACTED FILL SOIL <br />SOIL REMOLDED IN LABORATORY <br />i,l <br />D <br />MOISTURE CONTENT <br />IN PERCENT OF DRY WEIGHT <br />DRY DENSITYIN POUNDS PER CUBIC FOOT l <br />AT WHICH <br />TEST WAS <br />INITIATEO <br />OPT. M <br />MAX.D <br />RC <br />CPT I MtJ tl MOI ST U R E CONT E NT <br />IN PERCENT OF DRY WEIGHT <br />MAXIMUM DRY DENSITY <br />IN POUNDS PER CUBIC FOOT <br />RELATIVE COMPACTION <br />IN PERCENT AF MAXiMUM DRVOENSITY <br />t x - <br />TIME (lN MiNUTES) FCR "x" PERCENT 0F C0NSOLI DATI0N <br />TO TAKE PLACE <br />LEGEND TO TEST DATA <br />JOB 8l-20-00 d. a..evans. inc.PLATE A- 6 <br />DAE-Fr4 12-78 <br />.rrllrrl-ffi- <br />GyE,* G.r'!-r'ra-d... r.a{I t$:Ehic.tr' drrl