1985-08-21 Soil Report - Laserfiche WebLink

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me it srMRot HSA FA HA RC ►n Coo DM 155' AR wl M GENERAL NOTES DRILLING AND SAMPLING SYMBOLS DEFINITION 3 114 1 D Ho" Stem AuRe, a to M In Mamerer Flight Auger 2 t to, 6 Hand Aug, 2 1 2 t S M M heel Dn.e CAunR 47e A R no N Rni/r CaunR Rtr 1>wrn qr Cteann o Tut, Crrnr.nunus Mud, RAnpi ianiplrnM DrdlrnR Mud IettrnR 1% Ater 2 O D %An RanPl tAampte 1 1'2 or 1 1,2 O n SR Liner Sample 2 M 1' Thin Hallen Tuhe Sample i Thin IAalled Tuts• feather Sarn'k." err 1Thin Walled Tube IC)UPrherK Umrde,, Wash Sample EIaR SAmple Teo Pit Sample BQ NQ M F:% Nrn6nP S, vera A% RA M NA Double Tube &,,,I CMP Recrnerr Percent Nrt Stmp4 RPc n.erPd clawaN atN.n Itasnl nn Affirm of An11xy PgugMnent and n, materYl nnlyd in drilling fluid n, nn xamphrix hit Nn M"a UrrrnPrrl Ref n•deA M•mann due In fw,,x o dnllrtR or (Ming tlu Nt %%Ale, lhPl Inmbot • See attached data the" n. graph WATER LEVEL K'ater le.Plr nc�rwn on the hating loRt Are the IN.PI% measured m the borrnRr at the frmP and under the [ordA om rndKatPd In %3,d she kxelt mar be con.rdered re l,ih a tt rwrd r tae• lh.l. r- (lar sal a mar nM be Itossible to dererm rle the ground wait lP.el N,thm the normal rdl to hole mayubP ""StArybt00 real hexcer' where heiro or !wren d more pert "'us wNPrbeArinR $od ale present F.ln them. an extended rlerrod of the true le.el of the Rrnund Maeutabfeum TherefurP the tx,utron or the water hr.el ..mhol for cohesne M mord texture sdlx rma. not indicate TM a.arlable Mater 4.e' r"wmatron n Rnrn Al Me bottom of the lop st.ert an irrtr.er.rnu% layer thw impeded m rexhrnR she MNer table. DESCRIPTIVE TERMINOLOGY DENSITY CONSISTENCY TERM ' 01" VAIUFTERM laminal on Vp to II thick stratum Very bore O.a � tent 112" to 6" thiel luawm 100W Sd Medium 4ar%Pd 1!2" b 6" dncon.ntxrl stratum Doc►N Medium Deni 9 15 Rattler Sim Abe'MtwtR ymrnatrom of clay uh and !or Fine Drnw 1630 SION grained $and M colon thereof Very DemeD.v PoMd[•ry no naxeabte Maser Oxer 30 Very Sidi Motu BeloM smuratKrn Standard N' P1n.e[,a1NM sk" Per Foot d A 140 Pound Ifanvner Nr" Saturated atxne liquid Irfnn I all -no 10 me heir an a 2 inch OD Solt Materbeanng Per.rou. %,�,t t.elnw water Barrel Sampler RELATIVE GRAVEL PROPORTIONS RELATIVE SIZES CONOIi1pN TERM RANGE CoanP Grained So.hBoulder Oren 12 A lnlle RrnPl 2 14% Cobble N'nh Rra%el 1% 49% Gra.el Free Craned Sod. Coane y1•• . 3•• 15.29% . No 2W A little gravel 2 . 7% fine 04 • YI" 15.29% . No 200 Wrlh Rrarel R . 29% Sand 100 Coarse 30% . No A lisle Rra.el 2 - 14% A4 - 110 30% . No 200 Fine ^ 010 - 6840 2 WdA Rra. PI IS � 2A% Frere 1A0 • 1200 3(M . No 200 Gra.Pllr 16 49% S.11 6 Clar' 0200 Baw't1 on Plnt•c qtr SE -4 1W) TEST SYMBOLS SYMROI DEFINITION W D Nater Content % of No Ny - ASTM O 2216 a/ kmnr - Pounds Per Cub-, Foot U Pt Irqurd Attu Plastic Limn - ASTM D 4310 Addainnal Incenion� in Last Column Qu Unconfined Comp SlrenRth psi . ASTM D pq 2166 PP"ellomer('I Reading • Ton✓Sgwre Foot 16 TM.ane Reading Toni 'Sgwre Foa G SPecdK Gta.vy - ASTM D SSA St ShnnlaRP Limrh - ASTM Cl 427 sp OrytanK Conten - CombUv1n Merhod SP S"l pressure . Ton WSgwre Foot ps percent SMeII FS Free Swell - Percent KHrdmWn Ion Content. leiter MMhod Sulfate Cnnt"? - Pam M l n. vme Ax mRrL CC C. CI Jw Pal', Me Content ►a!:,on M,,, As ms l One Dr^'enr'onat Cansolxlarron Qc' - ASTM D 2435 Ttraxal Cnmpre((ron CIS, DrrP(t Shea, - ASTM D mm K• CoeM.rren OF Pemwathlitr . cm,", O• Onper{Mn Tea DH- Double Hydrometer - ASTM D 4221 �• ►AnKlr We Analyiin . ASTM D 422 R E • Laboratory Rnntnnr, In ohm - cm - ASTM G 57 P/exruremMer, Derormatrori &".,In TSF Pull.presturemeter Tru S S• Field VAric Sheat - ASTM D 2573 IR• In6lrrometet Tea . ASTM D 338S RQD Rock Qualh Des.RnAtron . percent • See attached data the" n. graph WATER LEVEL K'ater le.Plr nc�rwn on the hating loRt Are the IN.PI% measured m the borrnRr at the frmP and under the [ordA om rndKatPd In %3,d she kxelt mar be con.rdered re l,ih a tt rwrd r tae• lh.l. r- (lar sal a mar nM be Itossible to dererm rle the ground wait lP.el N,thm the normal rdl to hole mayubP ""StArybt00 real hexcer' where heiro or !wren d more pert "'us wNPrbeArinR $od ale present F.ln them. an extended rlerrod of the true le.el of the Rrnund Maeutabfeum TherefurP the tx,utron or the water hr.el ..mhol for cohesne M mord texture sdlx rma. not indicate TM a.arlable Mater 4.e' r"wmatron n Rnrn Al Me bottom of the lop st.ert an irrtr.er.rnu% layer thw impeded m rexhrnR she MNer table. DESCRIPTIVE TERMINOLOGY DENSITY CONSISTENCY TERM ' 01" VAIUFTERM laminal on Vp to II thick stratum Very bore O.a � tent 112" to 6" thiel luawm 100W Sd Medium 4ar%Pd 1!2" b 6" dncon.ntxrl stratum Doc►N Medium Deni 9 15 Rattler Sim Abe'MtwtR ymrnatrom of clay uh and !or Fine Drnw 1630 SION grained $and M colon thereof Very DemeD.v PoMd[•ry no naxeabte Maser Oxer 30 Very Sidi Motu BeloM smuratKrn Standard N' P1n.e[,a1NM sk" Per Foot d A 140 Pound Ifanvner Nr" Saturated atxne liquid Irfnn I all -no 10 me heir an a 2 inch OD Solt Materbeanng Per.rou. %,�,t t.elnw water Barrel Sampler RELATIVE GRAVEL PROPORTIONS RELATIVE SIZES CONOIi1pN TERM RANGE CoanP Grained So.hBoulder Oren 12 A lnlle RrnPl 2 14% Cobble N'nh Rra%el 1% 49% Gra.el Free Craned Sod. Coane y1•• . 3•• 15.29% . No 2W A little gravel 2 . 7% fine 04 • YI" 15.29% . No 200 Wrlh Rrarel R . 29% Sand 100 Coarse 30% . No A lisle Rra.el 2 - 14% A4 - 110 30% . No 200 Fine ^ 010 - 6840 2 WdA Rra. PI IS � 2A% Frere 1A0 • 1200 3(M . No 200 Gra.Pllr 16 49% S.11 6 Clar' 0200 Baw't1 on Plnt•c qtr SE -4 1W)