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<br />/2' Rf,
<br />5. _16 3 5
<br />Live O.;/< Road
<br />PLAN
<br />,E'/evafion Reference:
<br />OF Live Oak Road Sta. 5t-00
<br />at 6rlol
<br />ge
<br />Elev. 43.24 County "I C/-lu
<br />RrC"C)rZD D [I A Wl�J
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<br />NoChanges %
<br />Date ___// - /61, - 9_3
<br />Any Person Using finis Oralain SMIM 'k� t5%
<br />"i nforination By I nsp..4.Jing fLSite; _ - __?
<br />50____
<br />Approximate groundorofile M
<br />42.9 Appf only clown5l, n
<br />41,4
<br />fine -Waler--.surf 7" Y
<br />C4 -brown (Cbiii�b�i 9 ace Cornpac�_ 6rown 5/4 jI
<br />G. W.S. 61. 36.7E�evSANDY ,511-T-cernenfed
<br />6-22-89
<br />(1/91/0 4
<br />Verydelse brownlSlLfyl SAND to del brown and JA AID Y S11- 7'
<br />CLAYEY -fine SA NO-
<br />•30--_
<br />X.,l22 11 X-% 14 11.41165,iij
<br />Stiff brown Sill CLAY w11_17
<br />Ik 3 196 IZ 7 11.41/71-sca/fered fine SAND
<br />t
<br />Z
<br />Very hard brown Sli and CLAY ii fire
<br />• {X zd 13,0 111116 F AI 16 11,411c,5tj JA ND 9r. 1;7,y to SILTY A,.5AiVD
<br />12-51117115 r
<br />15,01129111-t- 7 1/41,1l,
<br />Very dense brown SILTY fine SAND/
<br />SANDY slt--r �-7�-'l
<br />A
<br />"tip
<br />Very abrown 31-T with fne SAND
<br />JILOVISS10't A
<br />10 1/, 41f40
<br />A 5
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<br />9-
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<br />6_22-89 C"till"l 04CIA N"i *
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<br />LEGEND OF EARTH MATERIALS LEGEND OF BORING, OPERATIONS
<br />•
<br />TABER
<br />UNIFIED SOIL CLASS FICATION SUMMARY MATERIAL SYMBOLS CONSISTENCY OF CLASSIFICATION- Plan of any boring CONSULTANTS Engineers & Geologists
<br />r
<br />P GE:�P+ 011 1 CH I MH OL I CL I ML SC I SM SP I SW GC I GM GP GW U1VFOR SOILS TEST BORING PENETRATION TEST
<br />0� Sands with Clean Gravels -with fines Clean gravels Peat or Flotary boring B-No. APPROVED W-1 -44. -r.� 7,s!;Wr 01 1 DI 138-7172-4
<br />Highly Silts and clays Silts and clays > 12% fines < 5% fines > 12% fines < 5% fines PI OV Gravel organic matter S Top hole elev B-No. . JOB N2
<br />organic Liquid limit 50 or more Liquid limit less than 50 According to the Standard Penetration Test SINCE 195-1
<br />soils 0 Sands-50% or more of coarse Gravels —more than 50% of coarse Diamond core boring Moisture (% dry wt.) Casing Top hole lee @) License N2 1113-
<br />traction is smaller than Nip 4 sieve fraction is larger than No 4 sieve _ Sand Fill material ll� set Sample number
<br />Fine grained Soils Coarse grained soils El R NQ of blows Granular Cohesive Dry density (lbs/cu. ft.) Pushed P Graphic representation
<br />(50% or more is smaller than No 200 sieve) (More than 50% is larger than No 200 sieve rx-," Auger boring
<br />10 JOAQUIAI COMITY
<br />Very soft
<br />61`� Silt ®Shale 0-5 Very loose 13 Unconfined compressive Size of sample (inches) L, of driving rate 5AA1
<br />LABORATORY CLASSIFICATION CRITERIA 6-10 Loose Soft Sample boring strength (tons/sq. ft.) Blows per foot 12
<br />11 14
<br />a. 50 Doc (030)2 Blows per foot 19
<br />tests (Using 140' 1b.
<br />21
<br />GW andSW—Cu_ greater than 4 for GW & 8 for SW; Cc between I & 3. Clay Sandstone ti Designated other soil tests (Using 140 lb. 21 L V__F 1),AK ROAD BRIDGE
<br />X b7. 0,, x Dec 11-20 Semicompact Stiff 11' Jet boring C-Consolidation hammer with hammer with
<br />40 GP A0 SP — Clean gravel or sand not meeting requirements for GW and SW. L —1 .41105124 J-v 30
<br />Sandy clay or rl S -Direct shear 42 •, 1 300 drop) 30" drop) 41
<br />>. 30 — — — GM and SM — Atterberg limits below "A" line or P.I. less than 4. 21-35 Compact Very stiff 44 ACRO%SS
<br />clayey sand Limestone 12
<br />sia" I Test pit E-Expansion G.W.S. Elev.
<br />All, Sandy silt or PIXLEY SLOUGH
<br />GC and SC — Atterberg limits above "A" line with P.I. greater than 7.
<br />JI 36-70 Dense Hard T-Triaxial compression Date Conformable material change 10,
<br />ll Sand Gravel Metamorphic Approximate material change 12
<br />MH r OH Fines (silt or clay) I Fine [ Medium lcoarsal Fine I Coarse cobbles Boulders silty sand rock 0 21/4" Cone penetrometer 21
<br />10—/?_'F Very dense Very hard Unconformable material change 30 LOG OF TEST BORINGS
<br />20
<br />7 Sieve sizes 200 40 10 4 3141 3' 10. > 70 211e Cone penetrometer 42
<br />4 ML pr OIL SAy clay or 46
<br />0 ill Igneous rock @ L-1
<br />Classification of earth materials shown on test boring logs is based on field clayey silt Where standard penetration test has not been S-111. Date of Date 2D Alb By:. V. 0. L).
<br />1 101620 40 50 60 70 80 90 100 110 inspection and should not be construed to imply laboratory analysis unless so stated. performed consistencies shown on logs are estimated. —S-2 Scale: /'=10 Date: Seplembw, 19,69 Drawing: 1.1381,110 LIMIT �LL) A A Refraction seismic line boring Blows per foot Check by: F. A.S.
<br />J 1,.iil,l lill iii.litliIi
<br />Ldd, A ILINIA 111161 Ill Al 111116 .''1 1;1,111k,libdlll.l,ia, lidAiL, 114
<br />95310
<br />-SHEET 9 OF 9
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