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SYSTEM <br />tOiof <br />If all tradition rasuiriffsns for OW <br />lifitsbilew‘*A** <br />iMitfund <br />(Oiof* <br />MtirthM6:Ce-x--r^ bnwssilswl3 <br />nt all gradation nQuiramini' lor 5W <br />imittbatow'*A'* <br />lara than 4 <br />imita abova "A" <br />I. graatar tfian 7 <br />Umis ptoflinf in Haiatia d <br />tona with b.l. batosan 4 <br />and 7 ara borOtettm caaaa <br />raqwiring mi of dual iyn»> <br />bolt. <br />plotting In' <br />rdariina dasi« <br />u« of dual <br />7^ <br />,0H an i MH <br />LaidOL <br />40 SO €0 70 dO ^ fOO <br />LiQuid Limit <br />Ptaadcltv Chart <br />li.v\ • <br />’* <br />r i <br />V <br />7 :j:^L .*;1^F* ••■tart.■'Jrt <br />GENERAL NOTES <br />NMg <br />ORIUINC AND SAMRIINC SYMgQLS <br />OfFINITION <br />1 1/4” 1.0 Hwilaw Stam Ayflf <br />4". h” or »0” ^metar flifdH Auiar <br />T". 4” nr h" Hand Auaar <br />2 1/2 •. 4”. r or S” Stoni Or.va <br />Siza A. 8. or N Rniarv Canmg <br />dtp* Oriil nr Ooanout Tuba <br />C(NUM«wn(r> Spirt larral Sampttnjt <br />Orriltng Mud <br />^ma Watar <br />T‘ 0.0. Split larr«4 Sampia <br />2 t/r* or 1 l/r- o 0 Sf Ltnar Sampia <br />2" or 3" Thm Wafiad Tub# Sam^ <br />3" Thm Wallad Tuba tPitehar Sampiari <br />2“ or 1" Thm Waiiad Tuba *0«ad»ar|i SamfJan <br />Waab Sairtpia <br />lap Samnia <br />Taat Pw Sampia <br />•Q. NQ. or PQ Wiraiina Svaiam <br />AX, 8X. or SX Oouhla Tuba tarrai <br />Cora Bacovarv • Parcam <br />No Sampia 8acova»ad. cla<<ificati0n fta.*ad on acrjon of <br />rtrilltof apuipmant aralof maJanal noiad «n dniJinji fJud <br />Of on «amplin» ha. <br />^»o Maa*ufamam Xacordad. pomartiv dua ro pra*a'Ka <br />of dflllmn or COnof fluid. <br />^aiar Laval SvmboJ <br />TEST SYMBOIS <br />CHFMinON <br />Wsar Comam • % o» Dry Wt. . AST.M Q 221* <br />Or* Oarmry • Pouf*<b Par Cutee Foot <br />Uqu«d and Ptasnc bma • AST.M 0 4311 <br />Additional Inscrtioni in Last Column <br />Unconn««ad Comp Stranfth-pd . ASTM 0 21** <br />Nnatromaiar taading • Tortt/Souara Foot <br />Toryana Raadint • Tont/Squara Foot <br />Spaciftc Cravtrv • aSTm 0 854 <br />Sbonkaga Lmuts • ASTM 0 427 <br />Onantc^Conrant • Combustion Matbod <br />$i»ail Prastura - TorttiSouara Foot <br />Parc a nt Swail <br />Fraa S«*ail • Parcam <br />Hydroga n Ion Contant. Mater Matbod <br />SuNata Comam • PaftsiMiOion, tama at rngO. <br />Cbtonda Coruant • PartvMiition. tama at mf.'L <br />Ona Da wan ttonai Contoiidarion . a$Tm 0 24JJ <br />Tnamial Compryttion <br />' Oiract Shear • ASTm Q 3060 <br />Coamcianf « Parmaability • Cftu'tad <br />Otpartioo Tao <br />Ooubia Hvdfomatar • AST.m O *221 <br />Pan<la 5«za Anaivtit • AST.m 0 •*22 <br />laboratory Retittivirv. m ohm • cm • ASTM C 57 <br />Pratturamatar Oatormation Modulut • TSf <br />Praiiuramsar Tatt <br />Raid Vana Shaar • AST.M 0 2573 <br />In^romatar Tatt • ASTM 0 3385 <br />toeh Quality Oat«|na()on • Parcant <br />• Saa atrachad data ihaat or graph <br />WATER LEVEL <br />W«« lavait thown on tha bonn§ logs ara fha lavalt maaturad m tha borinp u tba nma and under the condiiiont indicated. In tand. the rndkatad <br />lavait mav ba contidarad raliabia ground water levab. in clay toil, it may not ba pottibla to datarmma tha ground water lava! withm tha normal <br />time required tor tatt bonnp. except where lansat or lavert of more parviout watarbaanng toil are pratant. Evan than, an axtandad period Of <br />time may ba nacatiary to reach equilibrium. Tharatora. tha potition 01 the water level tymbol *or cohativa or mixed texture toili may not indicata <br />the true level 0# tha ground water tabia. Parched water ratart to wscr above an imparviout layer, thus impeded <n reaching tha water table. <br />Tha available water level information tt given at the bottom of tha log sheet. <br />DESCRIPTIVE TERMINOLOGY <br />OfNStTY <br />TERM <br />Very Loose <br />Loose <br />■Medium Dense <br />Dense <br />Vary Danse <br />“N" VAtUf <br />0-» <br />5-8 <br />9-IS <br />16-30 <br />Over 30 <br />Standard ”N” Penetration: Blowy Per Foot of a 140 Pound Hammer <br />Falling 30 inches on a 2 inch OD Split <br />Barrel Sampler <br />CONSISTENCY <br />TERM <br />Son <br />Medium <br />Rather Stitt <br />Stiff <br />Very Stiff <br />REUTIVE GRAVEL PROPORTIONS <br />CONDITION TERM RANGE Boulder Over 12” <br />Coarse Grained Soils A tirite gravel 2 . 14%Cobble 3” - 12" <br />With gravel IS • 49%Gravel <br />Fine Grained Soils Coarse 3i'4” . 3” <br />•J. 'Us” <br />lS-29% * No. 200 A little gravel 2 . 7% <br />rin^ <br />Sand <br />9* • j/<* <br />15-29% • No. 200 With gravel 8 • 29%Coarse •4 . 410 <br />30% • No. 200 A little gravel 2 • 14%Medium 4to • 440 <br />30% - No. 200 With gravel 15 • 24%Fine 440.4200 <br />30% • No. 200 CraveMv I* • 49%Sill iSf Clav •“ 4200. Based on Plast'Citv <br />Lamination <br />Layer <br />Lens <br />Vatved <br />Dry <br />Moist <br />Wet <br />Waterbearing <br />Up to 1/2" thick stratum <br />1/2" to 6" thick stratum <br />t/2" to 6" discontinous stratum pocket <br />Akernating laminations of clav silt and or fine <br />grained sand, or colors thereof <br />Powdery, no noticeable water <br />8a<ow saturation <br />Saturated, above liquid limit <br />Pervious soil below water <br />RELATIVE SIZES <br />mm' <br />W:-i <br />0fh: s-H <br />B