Laserfiche WebLink
t <br />0.2 <br />a <br />DEAN <br />Xis"rINC� <br />CF_ M-r'E R L I N E R 0 A p W /A,,{ Ai- G E N`T`1E! 1. <br />o1=ST'i?_BA" -DCCk. -- EI.eV. Ioo,a(A45UM9-9) <br />TSM : CEN-IEKLr► I✓ ROAPWAY AT C9•N'T0X 01= <br />5TRr'A►✓I . pBCK — - P_LEV, 100,0 (At'suMc-D� <br />---••fir <br />FINES ROAV 7 <br />\ \ Fina i oAp <br />� 2 <br />�-I <br />i;t, 99.9 Zu too <br />E 1.99�5------ --------- � _ <br />eRoWiJ SAND � e,RA.N6 . <br />•moo <br />is i <br />102? S`tIFFkAVr't•J �IAYgYs��-T <br />-- 1 <br />3a� --- ----- --C—' ---- _ - =_ �� <br />try Y. � r �-- � 0 <br />21 APP2ox,MAt ��o�NDLINE DER' 5T1GF $ROWN CANDY CLAY <br />4r47 I . 0 <br />L"--- ----- -- - -- - - - -- - ---- - __ _-------- ----- } <br />- -- -- -- --- -4� - -- --- --- - ---------_ Td CILrY RIiJ�—MEDIUM SI►Nj7 tl, t7��— -- <br />�83� I i c-cW5, aL.-1(P.-1 -2r <br />4)41 1L-i 1°-Id�&f 51I,4 134 1 <br />4s <br />C1 A` e'( SANDY ICINB—COARtw, fa <br />raR.M9L W IT11 SCATT'a;Le!.D <br />43MAI L <br />r1 11,4 ;(Doi <br />b 6 du <br />Vefzj De SFr #Roww <br />SANQ 4 GRAVEL -- w "r14 <br />l.,pyBRf Oc COraeLS$ <br />lo•►d.�is•�S <br />t�4 <br />PROFILE: <br />F' [.-.. A N <br />5.3 �• 1 <br />16 IoQ <br />- o i <br />SI;T (1:1") <br />Ii t, <br />13f3 - .'-.C"' � � 11..�''F, �rzorlN sllr( nl►� �Aµv <br />i,14 <br />r9 qQ <br />--- --- -- - - - 36� _--- -- --- ----- , 6,1 11210 15' .:' Z 1 i , 4 Ito { 1 <br />1Z4 �,fm1.COMPACT 5ROWN �lA�BY <br />��� AZ'�v_oxlr�ATE �KoVeJ�1.IN� J1'STRt:A1) RDae of 5R D�iS uER{ KiN� - FiN� SAN Q - <br />W ITH 5/1N�i`{ CbA`•� 4.A1IE143 <br />L--� z1¢ { 2.1 <br />7j � t-- <br />26 <br />_-------- ___- _ - — -- 40� ----- - --- _ __. ____ ------------------- sE'►,tr-COMrkc7` �Row`N- c�A���>zAve��.Y- �„�r»1�-- y � � i Q <br />�14. GwS.�L.144, In-IIr•as o,G <br />M �+ 4445 RE►Jg6 �RowN CIAY�Y SaND'1 FI►�E- �� <br />. 1•g6nI�M GRAVEL - w rr� coar�s>?• _ • . <br />, , 94!'. <br />T1.41 IV <br />�gKy S-TiF'V ARAY `AND`{ CI.AY <br />.G <br />gF-Rq IXNSC F-190W►J Cd AEI's"( SAOY <br />4e-O'18LYF1NI.-CcARtoff �qRAV15LB U <br />Yd, <br />C0RRE:Cf10NS BY <br />P C) DATE a z, _ 7-3 <br />1'I�E Ro,�� �aln�I✓ <br />NO, 11yy <br />Note Note MiCjWVILME0 3�11't P - 4 <br />Assumed E/e� /40 USCi S./e�! /0.58 Qssulned Bey. /00 - 06.6..S. ,Eley I05.4 <br />---- <br />LEGEND OF EARTH MATERIALS LEGEND OF B 0 R I N G OPERATIONS Ol00RE & TABER /� <br />' •fogis't,� feo <br />SIZE CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION . Pion of any boring ROTARY BORING PENETRATION TEST <br />�gineers <br />Location Location <br />O <br />Peat or According to the Standard Penetration Test size Rotary boring B•N°' �-It ��-" °� <br />� 100 � Diagram showing the basis of grain size distribution o � Top hole elev. B" NO. APPROVED JOB No. 35117 F <br />O �9 used in determination of class nomes.Size Gravel "' organic matter <br />� H Top hole elev. REGISTERED CIVIL ENGINEER No. 9165 <br />90 cfassificotion is based on the M,i.T. grade No. of blows Granular Cohesive � Diamond core boring Moisture (% dry wt)Set Casing --Sample number Pushed — -P 0 <br />80 scale in field and laboratory classification Sand Fill <br />Fill material. ` n <br />CLAY 2'� unless stated otherwise. 0-5 Very loose Very soft size Auger boring Dry density (lbs./cu.ft) -Size Of sample (inches) to Grcphic represent,:tion � ``� � � U ` N Cau N �rY <br />y 70 O� „ Unconfined Compressive j .;:.: Blows per foot Blows per foot—, 1 I12 <br />60 °A �� Slit IMShale <br />`� Classification of earth materials shown on this 6-10 Loose Soft Sample boring strength (inns/sq.ft.) „. (Using a 140lb.hammer 19 of driving rage. <br />�� p 0�p sheet is Dased on field inspection and M (Using 140 I b. 20 �: li N IS F (OAP I6 R I L20e �4q� <br />imply m ch- Sandstone Il-20 SemICom t Stiff Rrt Designates other soils to s with o 30 drop) hammer with 2130 <br />�ef� ILTY GLA should not be construed to p y e Clay � r Jet boring C - Consolidation 2.411 5124 ,".� 1 1.4 65 30"dr0 ) 4144 F 1 N 1 ROAD 13� I GGe Mp, 1191 <br />Qm 40 onical analysis unless so stated. ---� S- Direct shear ''�• p 12 <br />Sandy clay or Limestone 21-35 Compact Very stiff _ews. �� <br />ANDYCLA03 Test pit Y.�.-Z� Conformable material change /NFO�?W rION FOR F/N45R0A0 BR19rE NQ. //96 <br />?O r / )t �AYEY I 30 clayey sand _ n Hard '---� E -Expansion Elevation r�. Approximate material change s 10 <br />v `� CLAYEY SAND G 36 70 De se " T-Triaxial compression Dote :•r' 21 �� /1 ®� TEST <br />BORINGS <br />� ) 20 Sandy silt or �j �7 <br />/ y AN Y SILT. Metamorphic rock • 21/4 Gone penetrometer Unconformoble material change 31 40 <br />IO silty sand 70+ Very dense Very hordAL <br />ND SILTYS N SIT 0 Silt clay or OO 2/2 " Gone penetrometer ate I , o� <br />Igneous rock tpate 20 4) I 1d•78•�i By <br />° `° ry ^° �° `� ® clay y s it ! Dare of Stole I = 14 Dote Drawing <br />SILT Percentages boring Blows per foot �s Check by 2 iufA`i <br />ur•►lne-n- oV fYAT�- C <br />FINE ROAD <br />1' IH; Rvsc> BtRI D0e,.. <br />W <br />PROJECT ENGINEER - DATE CHECKED BY DATE Wum1T TI U I3Y UAI C lov vrsIL%_ <br />COUNTY OF SAN . JOAQU I N ! NO SCALE <br />ref, S109/72- <br />t� ��• - <br />FIDE NAMDRA1,`vF.71 <br />IfFI t h10. <br />BRIDGE NOS. 1197 a 1199__ /O 25 <br />rA <br />