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<br />3
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<br />B-3
<br />0 B-2
<br />PILAIV
<br />Kile Road
<br />671evcg/*1o17 Pere/-e/-7ll
<br />S.M. A-A-6-75 /978
<br />Elev, /19
<br />-B-3 B-I
<br />g 14.3 m IS11nq 6,l� cec/< 14,3 D
<br />sectiongPavinPovinsection
<br />Loose,
<br />Gws Elev 78
<br />B-2 occasional gravel
<br />Semicompoll brown, SANDY SILT (FILL) QP5tr-eam 0-*Lyge 0"" briclge se, dark brown, slightly CLAYEY SANDY Sur with
<br />(FILL)
<br />Soft Istiff brown, CLAYEY Sill r 6.4 11-4�111118 1 1.4 5 Gws Etev 7.2
<br />3-1473
<br />/0--
<br />W.;
<br />29 3-14-83
<br />27
<br />8r
<br />2 2514 amicompoct, ton brown, slightly CLAYEY very fine SANDY
<br />Dense, brown, SANDY SILT/ S/Lry very fine to 14.111181(6 N:1 11.41591 all
<br />.�\' 0 6
<br />fine SAND a r2_.110 251•1 311.4 16 su r
<br />-0
<br />f
<br />4 11,418 loose, gray and brown,. slLry fine to coarse SAND with
<br />Loose, brown, very fine to medium SAND aQ27 J2:� "I'i 212.51131 2 0
<br />23
<br />39L occasional gravel
<br />59
<br />52 Semicompact to compact brown very fin; to mediuml
<br />10 2-2 3 11.41171
<br />31
<br />2,5 26 (Semicompact to compact, brown, fine to medium SAND with
<br />SAND and SILTY SAND 32
<br />20
<br />3 -14 - 8 3 13 lows per foot occasional gravel
<br />�614 2 �1..
<br />11.0 11002 2 J 11.41431,
<br />Dense, 4 18it 1421
<br />brown and gray, siltry very fine to medium SAND`
<br />Dense, brown and gray, SANDY sILr with lenses of
<br />locally a SANDY SILT —20
<br />14.41114118 fine to medium SAND
<br />8 11.4 14 81
<br />A
<br />5 bit 1601
<br />911.41681
<br />-30
<br />3-14-83 16.61117117 10 11.4 1741 Very denseir brown, SANDY slLrlslitry very fine to
<br />fine SAND with cemented veins
<br />-40
<br />3-14-83
<br />50 PROFILE
<br />W-'(`01?D OR"AW111NI
<br />—50 (1cirrections ay
<br />i, Changes By
<br />[_)ate 8,6
<br />Any Petsil lisifig rh;s DT:3�vi1jg
<br />",I loformat;
<br />By Insp-lacting f Se sit.*, Of ltvi
<br />• LEGEND OF EARTH MATERIALS • LEGEND OF BORIN G OPE-kATIONS
<br />MOORE TABER NORTHERN CALIFORNIA
<br />UNIFIED SOIL CLASSIFICATION MATERIAL SYMBOLS' CONSISTENCY CLASSIFICATION CONSULTING ENGINEERS AND GEOLOGISTS
<br />P 0 H' ICH IMH Plan of any boring ROTARY BORING PENETRATION TEST
<br />t OL I CL I ML' S'C ISM' SP'I'SW GC IGM GP'IG'W FOR SOILS Location
<br />Highly Sands with fines Clean sands Grovels with fines Cleongrovels Gravel Peat l:lr Rotary boring B-No Location
<br />Slits and clays Slits and clays >12%fines <5%fines >12%fines <5%fines organic matter
<br />Organic Liquid limit greater than 50 Liquid limit less than 50 According to the standard Penetration Test Top hole elev. B-No. APPROVED 85 JOB No. IP13(9�?115-41
<br />Solis Sands -more than 50% of coarse Grovels- more than 50%ofcoarse
<br />Diamond core boring
<br />fraction is smaller than NQ 4 sieve. Top hole elev. REGISTERED CIVIL ENGINEER No. q I ill
<br />fraction Is for than N24 sieve. Sand Fill material Moisture (% dry wt.) Casing ll 11111111 1,1116, Ili I, 001,W01111"lill Mill 1A IIIIII11 Allillill"Alklill! IIA id,11,14 A1111111i'l, Ill IW III III 1.111"Idd, 114111111111 lillill I III III III I III
<br />Fine rained soils Coarse grained soils El Wz N2 of blows Granular Cohesive Set-,,h,. Sample number Pushed —P
<br />,21Dry density (lbs./cu.ft.)
<br />(more than 50 X6 is smatter than NQ . 200 . sieve) (More than 50% is larger than N2 200 sieve) Auger boring _Size Of Sample (inches)
<br />X50 GW and SW- Cuz greater than 4 for G W a 6 for SW between I a 3. strength (towsli b. "1 19 12 GrWh 0
<br />6-10 Loose Soft Unconfined compressive (Using a 1401b.hommer (Using 140 1 10 4rc f driving ro
<br />LABORATORY CLASSIFICATION CRITERIA Silt Shale 0-5 Very loose Very soft Blows per foot Blows per fall 11 le representction COWV7-Y OF SAA1 JOAQUIN
<br />10 Sample boring
<br />CH 010 Cc 010 x D60 Clay Sandstone Run Designates other soils with a 30"drop) 21,v
<br />E40 Jet boring hammer with 130
<br />GPond SP- Clean gravel or sand not meeting requirements for GW and SW. 11-20 Semicompact Stiff C - Consolidation .4 1103j24 41 KII-E ROAD BRIDGEIV21925
<br />GM and SM-Atterberg limits below W lint or P. I. less than 4. Sandy clay or L"k-tLi Limestone r--i S- Direct shear 30"drop) 44
<br />0 clayey sand 21-35 Compact Very stiff Test pit
<br />GC and �C-Atterberj limits above "A' line with P. I. greater than 7. Conformable material change 12
<br />OH and MH E - Expansion Elevation % 5 BEAVEQ SLOUGH
<br />Approximate material change 6
<br />Fines (sl It or clay) Fin Medium 'coarsJ Fine I coarse Cabbies Bouldi T -Triaxial compression Date . t 10
<br />CL I I I silty sand rock 21/4 "cone penetrometer Unconformoble material change 21
<br />d JiMetamorphic 36-70 Dense Hard
<br />Sandy silt or
<br />Fin son sand I sand I gravel I gravel boulders . .
<br />31
<br />>70 Very dense Very hard
<br />-S LGOL 40
<br />M`L ly LOG OF TEST BORINGS
<br />W to - Sieve sizes 2 *2 V?"Silty clay or Igneous rock @ 2 1/2 cone penetrometer
<br />D 20 30 40 aD 60 3 80 Vo Classification of earth materials shown on this Sheet is based on field inspection and Mcloyey Silt
<br />Do f Date 6 40' By E. A H.
<br />....... LIQUID LIMIT should not be construed to imply laboratory analysis unless so stated. scale,, /11=/0" Date: Aprl'
<br />boring Blows perfoqt---
<br />1983 Drawing
<br />Il ii kil 1! 01111 lilli'llill Il id A Ailhill 1111;1, 1111911111111 Ili lb IIIII Il lill )!,I i IIIII I'll ill 11fill Illil Ll T4.
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