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HAUGO Descriptive T miJ to of Soil
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<br /> PO Standard D 2487 00
<br /> Classification of Soils for Engineering Purposes
<br /> 'Unified Soil Classification System
<br /> Ek,Yff�u f,: AtAt I
<br /> CrUl..emi for A,,-,.,i,_1yri1riy Gru:Lip Syrnt�o!15 W16 Sofis Classirrcation Paril-cle Size Identification
<br /> Q,o u p N am e,3 LJ s inn La LI)o ra to ry Tests Grou p BoLj:,ders C-w;Cr !2,
<br /> SY I'F1 b0i rOUP N3171e C Obb-es..... .................... 12"
<br /> Gravel-S Clea n Gmvels G W "Ve 1:-�a Faded gTavel r mo el
<br /> C--.arse...�-.,. _.-., �114 to 31
<br /> PeCre I-Pav-5 0,�-6 of or less f nes
<br /> -1 G 4 arrYc-r 1 2t-C 3 GP Pi-i-,,ly.1 F.=,d F5d C,1'aVRI
<br /> Fkcc.. ...........................No-4 Lo'N'
<br /> M L ir i I ILL
<br /> rn P vv h F!o c---; Fines c as sify as PA L or M1 I G rin Silty Oravel
<br /> 11 Tell, i
<br /> 0 L__ g� - a 1 D
<br /> .I-- , No. I More-rhar,12�IL fineE� F-Pr—,cla-s-,Wi AF;(A r-CH _i�iy---,y ig r avell C carse N 0.4 to N-L
<br /> M Med I;Lj rm....... Ho-10 7 No-40
<br /> zm U,) �j $;a n ds Mean Sand� CO`6 and I �_Ct. -,�-3 C SWV uarid• F i r,e N o.4 0 zc�-No.2 00
<br /> �j , 5DIK,Gr more C 11 Ir M
<br /> 5PX-.or Is-�'iries C <G a r,dio r 1>C,>3 I.-S F POC-1y Silt <No,20 OF 71<4 or
<br /> Oelovy A'Hne
<br /> i It's,P t-)a oC ey ;d
<br /> Cluv ................... TNIQ.20 , 4 �inq
<br /> E N..-) 4 �ieve - More rI 2A' c-,sRrry as ;I r H NCC;lay L,Ard O.r] e'A'fir
<br /> d
<br /> jr% PI> -a ild ptots C 1-1 oi-aL%)lji�'A'1-ile CL Lear clay
<br /> LO Sifts and Clays o rg ar''
<br /> = -u P I-r,:4 u r P I Qti brc�[!�)w"A'1IF1 e, ML silt Rel;afive Density Of
<br /> C3 iD I mit -Is
<br /> U) W Cohasionless ScA
<br /> th LiqAirl li�r!:t ovPT-a rickc, 0 L Drgarlic[-Jay
<br /> I thc-n -g a Ic
<br /> 10 C
<br /> Lluuicl 11 mr."t-flot df;----d 0 L Organic Silt 11 11 Q Ve 0 0�e ............ C to BPF
<br /> _T CH -------- tO 15....13PF
<br /> k I ni Lcqage.......
<br /> P1 plots on cr above WAW-� F-9-.-C a
<br /> 141,;,S allf MedlUFT111 tJE 11 SE! vI jo if)8 7 F
<br /> E .1 c ta Y-S Ir
<br /> P I:Aol s b 'rev"1 r[Ir e P4 H
<br /> Elasiic Milt
<br /> Derise 31 to 50 BPF
<br /> 0 F. c I a V
<br /> .-r more L'quid 4ml.-OVe rl a f
<br /> C,-g El(11C 011
<br /> fD < G T 5 Vary der-Se.............. apr
<br /> i q-..ijd 11mi:*L-r-j-,0 r 1 Pd I i 01,9ar-.,;,sift
<br /> H-r!.3111Y 01-ganic SOFIs P(i r i e!II r or Y 0,LIC T ria Lida!_In F rid OFF a Flic Q d-�F PT Fesf onsistency of Cohesive Sr.AIs
<br /> \A'FY 50 ft ..................... C to'11 3 FIF
<br /> r) wF rr-;:R*er a!p -V
<br /> -w&rncb--de 5 or'_JOL dE-r:-ar ornn"-D g-ou:)riame F
<br /> L) 1{fa(-rt r,,-mric mr-iinic J cc-'We c r,)r.1%c t i Ide.r,�3.-ci-b,nr h_aCV- Soo .... ............................ 2 k) 13.,r
<br /> ?,sty= D 4 �.: =iu RA I I i�-.r s c rE 4[cp P
<br /> ei 1� �17] (;� . 50:
<br /> D ,- R A F
<br /> .:r, o F:)wrr eL Ratherstifff ............ 9 to 12 BPF
<br /> airqs��:l -,.v -wic-,-nL�r L Cliff 13 to 10 UPF
<br /> P? C,T VE-S bkJ kh:5 tiC'I 2'Vi fVe-S reqL d-E-t-E-1 WI r.tdS. iff [�Rr
<br /> C AGM �,,Ye4--qne d=-,r,qra V�_,J,w n Sl 1i Vefy 51 tO�
<br /> r- v-ith d , H-i I d ..................................... 31)RPF
<br /> r�ti,,r-��® %yel-10-aded VL L
<br /> G P-GW ;jr2 dec,grave I w.-1 2 111
<br /> G r-C-C pon-1y q oE ded-ff a%fel w;th'cIa-
<br /> It'FneS C-:aSSib Os CL-PAI:u-se dui. 15vm�I GC-GM or S C.-!S 1%.I.
<br /> If fines PL-ecejar;c iadd'SijjftO-g2'jPCTj-je-5'rogrou;3r%am�!_
<br /> -PL,1 11 s,30 cr.n 5 11%�7,-a,,je I v dd-,with grn L F io of-up r,.;Rcip
<br /> S,qn&wlh 3,,j-.21�,� re ci-A-e cual s;rnbc is: Drilling Notes
<br /> S,V-sm w:!A-CrMed 5-qnd wit?"'AlL
<br /> W?11-�!M&ffl.3;1"d VAL"CARy Sta nc a ird per at;,Drt to st bc.1 nc s,Ne r(- :�d va no��rl by:3 1 c-6 1 Iej�
<br /> SP-Sr-1 �wx--Iv rrad;�d ssnd vvilr,Slit 1 ll� :104W_Stem U �;n!a-s s s notes Oth e rw,se,Jett i-iq wa ter''vas :i s e d
<br /> 10 oa
<br /> SP-.GC pco-ly graded aid kwiw-:Iffy to clean out auptv prior Ic. sam,pling C.-I!y where ird,-.aled or, legs.
<br /> If-Arte-berg m im p 1ot in riz,:: d iatea.so 11 i!i a P.L-hl L in y, T"
<br /> St a rid a.�d I tes" borirgs ore(femgra-e.d bY t-e :)Feft� 'j
<br /> K 5-oil 0-Lo 21---%, :Aus No-200,adc'-.61 h sa-id cr-%Y11L.1i grnvai' htd-e ar.is ored-;no ir,3 I
<br /> ff co-rka ir,, ...s Nor 2:)0,p re-doni-larTly 52 rd allO'Ea_dV 1-0 9-C%,D 70W�- (Sp 11:Tube). All 6��m p'e�5 vd-�!-Fe taken vv't�---the sra ida rd 2"G D Sp'it-LL b e
<br /> rn If aoR __30%alis Na 24�0 predom ir--a-aj.V grao e add'�rayE I ly,IQ group Saf!iP!f_,T,excke--pi w)uTc rioled-
<br /> ii.
<br /> o. F-1 <4 o-p ots t)e1cyw'A I ir-e. Pokhre�r aL gc-,.r burl ig;5:vie,.�.8 cva n c+ctd�y 4'or 8'(il a Mete F con 0 ni.ki
<br /> p. F,plo,.!3 Cn cr az)ove"A!I i flight.solid-glen auqep 8.S-W CiagK' fors arko E-rata dEpthE'Were in-
<br /> F A-11 fef-e,-!,gym d;O:s-u,,bed samples augefedto tie surfsce arid are,
<br /> e- borir:gs are deq_:gnated by the-
<br /> 6u1 1 e
<br /> I land au.ger boring; were a Jva n,ca n ua 11%o wish a 1 11271-n r a 111
<br /> cl,wneie r-au a r d were.limited to the depth f ro nn-%Vrhich the auger oaild
<br /> be.f ri ail u.41 ly w I th d a vp-. H ari d-a i9ef Dor:ng s ere Indicates t,�I ie preT x
<br /> K,
<br /> BP F. N Lim rs 1 r.d Labat.b. r"Loll slan.Lda rd net-i-trat ior,
<br /> test.also I�r,own as"N a Lie. The s a-r.Q ler was set U--into jnc 151 irt ed
<br /> 30
<br /> -10 ,qjv -stances vveree then cou-litsd
<br /> -Of soil b�,w the h o!i� -31arn a u ger. DrIving res I
<br /> -LI!ird 1 6'- nd t t PF .1r5ere t
<br /> ;-xded o ge B Vhey
<br /> r),C7rjerj-$a e F
<br /> ru seutm i u E r i a
<br /> Ffi-tmcnn�TJ sif I I,V_t-ley arc:r ep�1 f le-(!11 W-c;U UW,3 P g fc,rf n. 2 N 2 f-3 r Rie
<br /> 21D
<br /> cwv P91 1-1 c)r OH SLtcor-Ld arrG third t;'in.-remFmV,-&Epedrvely
<br /> FL Z� WH:VVH:nd ic ate s the sampler pe nel 0-a ted will under weig h- r a M M ey
<br /> 10 u id rod;-�flQr,e.d ri 01 r g n:ot-ec u:-ea.
<br /> L M L OL
<br /> A
<br /> _�df) ki ef rL cil
<br /> Or WR: Y �jR.' P.ji(-.qtp flie L.s amp.!-,,r r.e(jet(3!- ii,.cl wil-q-
<br /> alorie-ha-r-frerweight anc cl fK,,irg not req-jire-1
<br /> 1 V jo 40 bU fio. 7.0 40 90 1 Lip 110
<br /> Liquid Limll(L I-) T W ie i dic ates kh if,-vva 11ed R'url diS W Oed)tube sample.
<br /> Laboratory T.OStq NO 7 Ai!I ctE wuj i are arer r 1 c In uF a]Lj DC;i3i d e with F_PPJ I C-,a I e A 5 T11L.01
<br /> 3tar-daEd-E
<br /> D C 'der$�y p:�f Oc 0 rg anic-x ri*e.,it."r,�
<br /> VVID 'Ale:Cew-3�_Ily p,-f S ramer.t oi sa l:[j r a i o ri,aoj
<br /> MCI N,31A r�kY M-11 I!- `yea SG WT'ffir u r av•(v
<br /> LL 1.1 q L.W1 Ilia I t. C-1 I'-)f 1,JJ5
<br /> P L Plas-,Ik-j Smi:t *e C, 0J r lIR Ot M tf-f I.-A I--ii-.Win
<br /> piaskity j ex, qu UnwWined compr.SE4%de Stre ngll) -)Sf
<br /> P209 V---';35$fflC 20-0-aieve qP Pcckek pHe n,worrte ter s tro-igt h.151F
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