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� ,e.o yyeil- raded ravel antl Terms Descrlbing Relative Density and Conslstency <br /> o''o• 6W 9ravel with sand,liqle to Densl SPTmbbws/foot <br /> LL o.a no tines Very Loose 0 to< <br /> I � � �o Coarse- ��e �to 10 <br /> m ft a�o e e o o popry-greded gravel Grained Sois Medlum Dense t0 to 3D TCst Syrt�bds <br /> . � cT� :.p e e o o GP y�d gravel wilh sand. Danse �to� - G-G�an Size - <br /> N Sa aevoo IittletonofineS VeryDense >50 M����eComer,l <br /> d <br /> i � a'z °^°'° - Consistenw SPT�Zblows/foot A�AtterUerO Limns <br /> � <br /> I g �i o Silry gravel and silty yery Son 0 to 2 C s <br /> � o m m • GN Fine- 2Io a DD-Dry De�dY <br /> ravel z+tn sand Son <br /> 6 m 9 Groined Sotls Medium SlM d lo B K:permeabiliry <br /> � � m � Spry B l0 75 <br /> � <br /> m � � Clayey gravel and very Stift t 5 to 30 <br /> � m ^' �� ciayey 9ravel with sand Hard >� <br /> o m Component Definitions <br /> ' m c Well-graded sand and Deseriotive Te�m Size Ranae and Sieve Number <br /> ,. 5 $ :t gyy sand with grevel.little Boulders Larger than 7 Y <br /> @ <br /> � LL g::::�:' to no fines CobWes 3'to 17 <br /> � 3'to No.1(4.75 mm) <br /> i , m LL ::::• Gravel <br /> i e W m N � Poorly-graded sand . �oarse Gravel 3'to 3/a' . <br /> N U y � �� �� SP and sand with grevel, Fne Grevel 3/a'to No.a(475 mm) <br /> m � o a little to n0 fin¢s g�d No.4(475 mm)to No.200(0.075 rtxn) <br /> c m o ������ No.4(a.75 mmj to No.10(2.00 mm) <br /> � �m Silry sand and Medium sar�d No.10(2.00 mm)to No.4D(0.425 mm) <br /> j � o m� � SM siliy sand with Fne SaM No.40(0.445 mm)lo No.20�(0.075 rtm) <br /> U o a �� gravel Sill and Clay Smaller than No.200(0.075 mm) <br /> f � LL <br /> „ � Clayey sand and �3�Estimated Pereentage Moisture Content <br /> D N' SG cla e sand with ravel Dry•Absence ot rtwisture, <br /> c y y 9 Peroenlaae bv <br /> y Component yyeiqht dusty,drytotherouch <br /> Trace <5 SfighLy Moist-Perceptit�le <br /> i Silt,sandy silt,grzvely sitt, Fe,�, 5 to�0 mdstwe , I <br /> o M� sitt with sand or ravel Mdst-Damp bu1 rro visble <br /> m ,� 9 Litt�e 15 to 25 <br /> m � Wrth 'Non-primary coarse water <br /> N T_ constiluents: >15% Very Moist-Water visiWe but <br /> I o A Clay of low to medium _Fmes content between not Iree dra'vinp <br /> � � m lastici sil san or <br /> o �J �� P tY� tY• �'' S%antl15% Wet•Visibletreewater,usuely <br /> z m E gravelly clay,lean clay hom bebwwater table <br /> m �J <br /> 1 '" "'s =_ Organic clay or silt of bw Sytnbols <br /> A � <br /> oj _ OL plasticity SamP�r portion ol E su�ha s�ad� <br /> � _- Tvr� <br /> o lastic silt,clayey silt,sil[ � Samcler 7vae p�,�o„n, <br /> ( _O 2.0'OD : Desuivtion to ud <br /> I MH wi�h miGaCeoUs or Splil-Spoon <br /> � m diatOmaCBOUs fin0 Sand of Sampler 3.0'OD Spf�l-Spoon SamP�er :. Poer Dac�`� <br /> ' w� il� (SPn 32S OD SpIN-Spoon Ring Sampler �.) :� �' �C°5"'0 <br /> �5 =� Clay of high plasticiry, '�58� <br /> I u� V o Bulksemple ':Sueenedcagrq <br /> 'm c- �H sandy or gravely clay,fat 3.0'OD Thio-Wall Tube Sampler ::m Myrdip <br /> � � E clay wilh sand or gravel ' (induding Sneihy tube) ':���w�* <br /> W 37 GrabSamde :� Enpcep <br /> � N g %;;�i; Organic ciay or sitt ot POf110n"0�`�pvef� ' <br /> I LL � �;�;�� oH R,ediumtohigh ��� percentagebydryv+eight �'� Depthoigrountlwater <br /> �f��f� plaslicity m (SPn Standard Penetration Test = q7p-A�Uma d drilGrg <br /> (,qsrA,t o-1 se6) g Static wate�te�e�(tleteJ <br /> I „� Peat,muck and other �� In General Accordance�+dth l�l �mbined USCS symbo�s used�°� <br /> �m�N pT highly organic soils Stantlard Practice fa DescriDtb^ finas beMesn 5%end 15% <br /> = p anG IdentifiCation of SoHs(ASTM D-2488) <br /> n <br /> I � Classi�ca6oK of sdls in Ihis 2DOM1 an based on vlsual fieM aM/w laboatory oMervatbns.whid�Mdude E�^sMYI�^��^n'•^���0�•�In she.• <br /> plastldty esOmalss anC sAouW�oi be conswed to Imply feM or labonrory hsting unless presenuE hereln.Vlwal-menual ar�Na I�EontaY das�+n°" <br /> � metMEs o/ASTM 62<87 a'M 62488 were used as an identifration gulEe br the UnIGM SoR ClassiRn6wi System. <br /> S <br /> � � Associated Earth Sciences, Inc EXPLORATION LOG KEY FIGURE A1 <br /> 3 � �, � � � <br /> $ <br />