Laserfiche WebLink
K <br />O <br />V <br />� <br />Q <br />.0 <br />a <br />N <br />L <br />C <br />V) <br />/00 <br />72.5 <br />90 62.5 <br />52.5 <br />70 <br />-42.5 <br />l J <br />32.5 <br />I <br />Sn <br />22.5 <br />/2.5 <br />-NOrE- <br />Elevation reFerence : Exieting (L Du5tin Rco&d <br />at center existing bridge, Elevation 100.0 <br />C400urned dsi-urn) = E/,evvtiol3 72.5 <br />San Joaquin Co. der turn <br />�-2 <br />As 6hown <br />13-2 <br />Loose brown 54AJOY 3/LT CML) <br />�• I <br />dense brown very line a I L-T Y 61-NIJ <br />. ��• . 3 1 /. 4 l 75 i, <br />Dena-_- very dense red brown Fine -coarse <br />SAND wi-A A scat-4-- GR.AVff L <br />1112.113 :',::: 4 1 L41401 <br />.e. <br />G.W 5.�.1, 732::' 5 1 4147 <br />9-/7-73 <br />Hard tin C"YEY SILT rCL..) <br />14.0 I q7 12.0 �(a 1.4 37 <br />Hard brown SANDY CLAY CCL� <br />3.61 !De 1 Ito �7 11.4.153 I <br />Den.SP brown Fine -coarse 13/L7-Y <br />Dense tan SILT (ML) <br />9-14-73 <br />��-- Base Line <br />R/W DUSTIN ROAD <br />P <br />19 <br />A5 shown <br />Br/dr�P d�:k.1� 99.9 13 <br />U <br />PL4N <br />,scale' /" =20' <br />As shown <br />arigre deck-1./00.0 � <br />B-4 <br />Existing Br/dge xt 1130 <br />a <br />.4S <br />(3 <br />Q <br />V <br />3 <br />Or <br />� <br />v <br />� <br />shown � <br />A5 shown <br />Bridge deck 9 r 8-4 _ _- - -- -- -- -- --------- - - - / 'l - - - -- - - - 72.5 /© <br />G d F / / t <br />------------------- <br />Gray S,4ND (SP) <br />Ll , i5 <br />1102I lb \ 1 1.4 13 <br />12 <br />� <br />/4 <br />,10 <br />13.9 1103117 2 11.41291 <br />20 <br />OfIFF-very StiFF brown CLAYEY 5/L-7- <br />2z <br />�CL) <br />3 114 115 <br />15 <br />�` <br />Lown I=ine-Fine CLAYEY <br />/9 <br />very <br />W <br />4r144-1,91 <br />SANr> BSc) <br />t 39 <br />17 <br />_ zm <br />- -- - --- Tj-- - <br />- i-i SANDY CLAY CC L� <br />43` <br />2.011,411,31 <br />I �102I21 \ 5 <br />38 <br />1 <br />n r. <br />o ; Dense brown Fine-rnediurn SANDY <br />7v W 5d 4 > 30 ZD 10 a <br />9-14 73 <br />; : o; Co 11.4 149 1 (5R4VEL CGP) <br />BLOWS PER FOOT <br />--- -- -7 J.4137 <br />-t-very dense brown 64NDY <br />very Fire SILTY <br />s 1 271 <br />El <br />SAND layers �MLIOM) <br />i� <br />i 9 1/.41751 <br />� /7- 73 <br />LEGEND OF EARTH MATERIALS <br />UNIFIED SOIL CLASSIFICATION CATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION <br />Pt OH CH MH -_01_ CL ML Sands withSfiAn/es SlePansus GGCIsIi fines <br />GPngrGW avels" _-�.NPeator..FOR. <br />SOILS <br />- N� <br />Highly o 0 0 o Gravel N organic matter <br />Slits and clays Silts and stays >12 /ofines <5 /ofines >12 /ofines <5 /ofines g According to the Standard Penetration Test <br />organic Liquid limit greater than 50 Liquid limit less thon 50 Sands -more than 50%of coarse Gravels more than 50%of coarse <br />froction is smaller than N44 sieve. fraction is larger than N24sieve. Sand Fill material N2 of blows Granular Cohesive <br />- ,.. <br />Fine grained soils Coarse grained soils <br />(More than 50% is smaller than N(2 200 sieve) ( More than 50% is larger than N2 200 sieve) , 0-5 Very Y <br />loose Very soft <br />_ - ..._. .._ <br />• � T LABORATORY CLASS IFICATfON _....- CRITERIA Si i t Shale <br />D (Daa)2 6-10 Loose Soft <br />x5F GW and SW- C = � greater than 4 for G W e 6 for SW • C - between I a 3. <br />=aa CH " DID D10 x D6o Clay sandstone 11 -20 Semico`npact Stiff <br />GP and SP- Clean gravel or sand not meeting requirements for GW and SW. <br />�7 GM and SM-Atterberg limits below"A line or P.I. less than 4. Sandy clay Of Limestone 21-35 Compact Very stiff <br />t3� a clayey sand P Y <br />o r <br />GC and SC-Atterberq limits above "A• line with P. 1. greater than 7. <br />OH and MH <br />a I Fine I Medium �Coarsz Fine I Coarse ( Sandy silt or Metamorphic 36-70 Dense Hard <br />a CL Fines (sift or clay) sand sand lsandl gravel ! gravel Cobbles Boulders �Silty Sand rock <br />!c -- cL M , MLaD1. Sieve sizes g M Silty clay or j70 Very dense Very hard <br />-- L • Igneous rock <br />oc IJ 2.0 30 40 5D 60 0 80 � w Classification of earth materials shown on this sheet is based on field inspection and clayey silt <br />Im <br />LIQUID LIMIT should not be construed to imply laboratory analysis unless so stated. <br />Raw <br />d 1 7 + r. E i , t a - 3l l3, ! � � 1 DATE- ,,p. i R ! `' w{ U� " <br />��d,.'�I" Gl�'� 1.-. tal°l�.�� ><,i' I �� 1 .�y{"�i.-yi fit' .,�r���$'�lw,��..1,��':",?I�.II-,�.a. .� �. <br />I ;17 <br />PROFILE <br />Nor/'zonta l : 1 " = 20' <br />Ver t-i ca l : l " _ /0, <br />roan sur ace proF1 e a onry ups resin /. <br />`.� t/ery hose dark brown e4NDY 5/LT" CML� <br />edge of existing bridge-- <br />�/- <br />62.5 90? <br />1Z - - <br />23 S-iFF brown CLAYEY SILT Cu_)Cu <br />5 e 2.2 t00 I Iq `� \. 3 11.4115 <br />s <br />i LU <br />17 2 ��- Very loose brown S/L-T CIVIL) `L <br />23¢ 94 27 ' it 5 j 1,4I 3 <br />- -- :Loose bra _ n-verb- fine -Fi ���Y_� AND ( 1 _ _42. 5 - 7U z3 <br />W - --- - & <br />30 O <br />� as : rown very dine -medium SILTY 04NO Q <br />145 G�W.� 14.1 25 <br />73 to Zo 30 40 -66 BLOWS PER FOOT 9-17-73 ��M' J <br />- 32.5 -- -6®_ W <br />Den6e- very dense tan SANDY .SILT <br />22.5 -�- <br />12.5 <br />------------- -- ----- --- - - <br />LEGEND OF GOR ING OPERATIONS <br />Pion of any boring <br />ROTARY <br />-PENETRATION PENE`iRATION TEST <br />_ <br />Location <br />size Rotary boring S-No. Location <br />Top hot, Go 2.5• a' N®. <br />C <br />Diamond core boring Moisture (% drywt) g Top hole elev. <br />Dry density (Ibs./cu.ft) <br />v Set .. �_ -Sample number Pushed -w <br />size Auger boring -Size of sample (inches) -- <br />Unconfined compressive ;.; Slows per foot 11°® Grcphlc n?presenttitlon <br />®p Slows per tom? 12 <br />" Sample boring strength (toms/sq.ft.) „; (Using a 140lb. hammer 19 of driving raie. <br />r� Designates other soils tests with a 30'drop) (Using l40 I b. 212O <br />hammer with <br />Jet boring C- Gons0lidati0n 6�4 30 <br />I05 4 .`� i I.4 65 30"drop) •41 <br />r S- Direct shear <br />I ; Test pit eWS®Y.®�{� Conformable material change t25 <br />E -Expansion Elevation Approximate material change 6 <br />21/4 "Gone penetrometer T-Triaxiol compression Date -��� Unconformoble material change .2110 <br />31 <br />91/2 " Cone penetrometer - --ffl- <br />Dote of Date 20 40 <br />boring Slows per foot <br />- <br />G 0i <br />3 <br />SY F2F E <br />Scale A5 shown <br />Date Sept IG73- <br />check by_j <br />Drawing <br />n, cut- _ <br />DUSTIN <br />ROAD 3R. <br />NO, <br />SNEET$ <br />DRAWING N O . <br />STATE <br />NO. 29C-129 <br />/0 <br />/0 <br />