|
I.,FMT-197 U W7--Z(0
<br />�
<br />l5-P.
<br />� �a
<br />I ntT• '7 k�� N i - Z � 3'- Z iV1"c' $ >MN1'- r ( ?x w°I-. AiW
<br />r E
<br />f i
<br />+
<br />I
<br />{
<br />i
<br />g t1 P-,1-� P• •/f Ais$ I" k OWA. PW 9 0
<br />WEXice+ t rr�} $te�+>L�.;ta:.. i:•�. c 19..� E 1-tf Y, , ( �` --- --- - - ----------- - -- -- -- - ----- - - ----- -- ----- - - ---- - — � �t
<br />ICJ EL, �l.a ! - —� 3 ►s
<br />V FILL.►7i7L,�1_,:v M �".�y��`k� ;� ' �- �\,:.,'_ r-rs�T � �r � 'E.l. ..� ® � I� � bt
<br />Dec i� I ( A $FG'W fq C! A4 • J A t
<br />i
<br />94 -- — r_ _ __--------- --- --- --- --- — --- ---- --------- — — ---- — — ----- ---- — — — — 94
<br />----'------- -- -- -- � ' � ��
<br />I A�I S t •dPl�' ~aI>q� �a Rl h.rim
<br />,nH9.74 1(a � 2 IIF*CGq
<br />jgowat SI L.'rl 5A Np, w tom+ Chi ( SA NP
<br />! -leaf 5tArV:R1rPVINE 412AVFW
<br />! � I I IF4 I � I 11E�`fi I-P�.- �_� �>��wN Sltf°��•{-�-�..� -- _ �'•� I P� ' �•\`-
<br />�l � -t' j�AS Il��•I 1� ��� ° � It,t�I45 I Rll
<br />+ AN 4t
<br />`/i j, LA30,0 ,$ l
<br />5 fCal
<br />l�L.3'�Aot�a-�i-z�• L` � t21 ._.-.�,. ,� -77, I �I-�- .1{ `�' � '' a _- �L � 8-Zi.•Z
<br />V` (1A tug ! t 7p !I' �IG�( IZ ,, _aal "a ,ilo rRowN� �. I Cr (-� r� 56M►•Ceart6�10 tzG'�I
<br />��
<br />74 1 r-' i 31 --- =sue T 6P-4 1� N - - -- - _ 1°Q� -- - ' - ----- - - -- - }' p,r� p-- - --- _ ----- - - -- ----- -- - ��t-- r � ' . - - - -- - % c��
<br />- I — - - -- - - -- -- -- --' - - - - - - - 2r-- --- - -
<br />�'' � � � -v�t�'l�- � � ��L�ai� �,�a-Ct,��_'1�i1 r��-�t•i�. -�..`- �-zt•1 ,J. .
<br />64
<br />WI✓ G 1 Jai 3� + S �t t � •z -1 I i 2 t , M10;1 t;t i W jv, 5C4,nf RII P f4 N
<br />11,41 -1 1 _�0;4F^ r_iW pt2-�.AOIC, WAn (efA'r 7{ � dA ����y1 UI 22 � 7 "LA `( � (lol 1 ZW �6_: 4, 12A�1 Ito I
<br />47 �j �& 1?6 k
<br />I n + 4r � III E
<br />�� '% 1a,2linelz� jIF4(lq� E' �.83 S 2 V9eK �G4 e-spoliccI-IPACT 4"1 sso IC lle/z' dMCapow1 6�4
<br />rel.
<br />�' ab f (I,�} i� Fib i'd�t, t2 �' 1 I''T (t; •I- I 4ots a \,
<br />o,. I f I � �_-_--__- � � °p •� s� �, - (12-11 II 11,41 Iq (
<br />tom�! d rs.s _I a Yj Bi'G q It'�
<br />2A1 9f, 27 :a r� IA '�'7 v 5 �►,Lt 12S�csA2` �(,O \� SIL:� "ANP DAgf`� tO'WII'k
<br />1 SAW CIO 4AWW,`Sr. � I�i -S4
<br />Ae: s� _-. --- — - --- - -- — '
<br />---- — — — - - --- - ----- -- -----
<br />5 E+2 q 8 i o � t2 SA W Ct• A W 1i"14 C A do W 14 (' I�tE K -01 �'N
<br />i fi Gl �( t T to 118 (a4 I30 a: 14 1 t,4i57
<br />---. �1 SA�.{i� �• IFI'L SAtiIp � V1Ne4f2AVL.i'WF
<br />10.1 I'1i5� 143 a{ 1 1"7 C � I1g' 1 11 �a `7 11,41 �, IF I tF4 i �i t 4
<br />4 a. - _.___ __.,— - ------------ --- ------------- ---- — - - - -- -- —---------- --- - ------ — — ¢
<br />{2�1.4 i4 `""r77 t'i'te-. i�dl! E1S
<br />{— • # � - h W]>A C l•-,A j YVl-
<br />°'. 13 11.4- 1140 41 inA A "ref,
<br />(DI1o61'2'2 11A4 {4�- � �� lr<T� , ,ata 1�F3 1i1� 1 l� i�r1fF4 ►� 1
<br />16A3 1101 124' `, 15 114 1
<br />� -21 z I} 2I.7�•
<br />_—_ LEGEND
<br />O F EARTH MATERIALS BORINGOPERATIONS MOORE & TABER NORTHERN CALIFORNIA
<br />C AT I O N R 0 T
<br />CONSULTING ENGINEERS AND GEOLOGISTS
<br />11Nl FI E® SOIL CLA_S_SIFI CATION.MATERIAL SYMBOLS CONSISTENCY CLASSIFI . Pion of any boring
<br />ARY BORING PENETRATION TEST
<br />- M��,Peat or LocotianSLocation C_--Pt OH CFI MFI OL CL ML SC SM SP SW GC GM GP GW FOR. SOIL B-iVo• size Rotor burin APPROVE® lw - V 11-1`'�+ 1�1_ JOB No.Sands with fines Clean sands Gravels with fines Cleangravels ® Y g®�
<br />Highly Slits and cla s Silts and cla s >12%fines `5%fines >12%fines <5%fines Grav@) organic matter P
<br />le elev.
<br />Sands -more than50/oafcoarse Gravels -more than ;;;;� g "-' Diamond core boring Moisture yvt) TO hoCaSing ® TO holeelev. REGISTERED CIVIL E@ICs1tiEER Mo.�iF�
<br />y y _ According to the Standard Penetration Test 2.5'
<br />organic Liquid limit greater than 50 Liquid limit less than 50 0 o p i®�
<br />sons fraction is smaller than N94 sieve. fraction is larger than N94 sieve. Sand Fill material 4 dry —Sample number Pushed --P
<br />- - a N of blows Granular Cohesive _
<br />_ Dry density (Ibs./cu.ff.) Set
<br />Fine grained soils Coarse grained soils size Auger boring -Size of sample (inches)`
<br />(More than 50% is smaller than Ng 200 sieve) ( More than 50% is larger than N2 200 sieve) / Silt Shale 0 - 5 Very 100Se Very SOf t Unconfined compressive Blows per foot Blows per f00t Ill® —A Gr« phic represents tion
<br />en LABORATORY CLASSIFICATION CRITERIA Sample boring strength (inns/sq.ft) (Using a 1401b.hammer p 19i2 of driving rarv.
<br />D (p 2 6-10 Loose Soft (Using 140 1b. 20IZ4x5c GW and SIN- Cu= - greater than 4 for G W a 6 for SW; Cc= xa) between I a 3. Clay ~; Sandstone Designates other soils tests with a 30 drop) hammer with 21 l_ t - •T pa 0 A` I '�'
<br />DID 0lo x D60 y ♦"� Jet boring C -Consolidation 30 Oa 11 5 l�
<br />II -2O Semicompact Stiff sL� C .4 1 5 4 , ~. 1 L4 65 +� 41
<br />zoo CH
<br />I--�—�-- 30 dro
<br />_ GP and SP- Clean gravel or sand not meeting requirements for GW and SW. p) 44
<br />o r--i S- Direct shear bl�` :.
<br />„ . Sandy clay or r r G.W.S-�_ C1� Conformable material chap a I2
<br />GM and SM-Atterberg limits below A line or P I. less than 4. '..; Limestone 21 - 35 Compact Very Stiff t r Test pit �� g 5 -- "`""�•"` ""!
<br />F clayey sand �__� E - Expansion Elevation _
<br />o % 1 GC and SC-Atterberg limits above "A' line with P. I. greater than 7. Date: Approximate material change 6 0-
<br />F _ _ oil and MH Sand silt or Nletamor his 36- 70 Dense Hard l " T-Trioxial compression •,. ,21 I -- -
<br />X Fines (silt or clay) I Fine I Medium �Coars2 Fine Coarse lCobbleslBoulders :r r• y p 2 /4 Cone penetrometer Unconformable material change 40 1 LOG OF TEST BORINGS
<br />-+ a. CLJ sand sand I sand I gravel grovel t Silty Sand tack
<br />_ Sieve sizes 8 g a "' •Silty clay or >70 Very dense Very hard © Cone penetrometer �� - - ._Y
<br />D __% ML�OL + cia e sli# Igneous rock Date Of Date w20 f t 40 w _ - Drawin
<br />Classification of earth materials shown on this sheet is based on field inspection and y y Blows S of oo Scale I Date Check b g
<br />LIQUID LIMIT should not be construed to imply laboratory analysis unless so stated. boring
<br />p y
<br />0 !J 20 30 40 '30 60 70 aD 90 100 bLam"
<br />-:�v w ,e ..,r r r• �., D 8 t, ., s „ . x, C IJ a "�a ... t k �..s "`9 - p ,
<br />L. # i E
<br />mom
<br />.:,, 4, (( r ., t } x g F . s F y" y� .... g5 t- 'C - - .i. a , 1".. y P", i -„{p L' ,�C }
<br />..: ..RB `R ,... v�. R s s b � ;t r x. f • .., t A r. I ., .} � ,. :b 1 - �^ �,A' $�...� 3 .�_= r 3... � 1'.i .I .r -Y E- ev F-, t. ,u ,. �.v8 �'t1 ra" .r i� �".,d �S• ,� .. m {,.,y '`k.r.` BRIDGES
<br />i r - - - f � ( a -•.a •` ;,-
<br />a
<br />0� ;f. RIDGE *11
<br />h � 'ELLIOTTLLI�TT R _ 1 /7
<br />/// g STATE NO. 29C-249
<br />Fa
<br />4
<br />r - --
<br />- -- FILE N
<br />l �
<br />/4
<br />me
<br />: ='
<br />N�
<br />
|