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�r <br />r� <br />A, <br />61 <br />q <br />CP Al <br />LA: <br />SILT PERCENTAGCS <br />VLPNL11C C LEARPRINT 1000H <br />FILE- NAMU <br />Pock Lane <br />4.o5O 500 <br />-PLAN <br />40 <br />L9. M. - Spike lnpp South side Duck Creek <br />Left side Pock Lane <br />El. 2512. <br />130 12'Rt. StG. 4 * 6/ 12'-Lf StG.5,122 Existina Ground Surface <br />El. 2 5.6 El. Up stream s1de <br />[376 Stiff blGC-lf Silty CIGY. 15 A <br />17 <br />14 <br />_�i Slightly compqct brown very fine Silty Sand 20 <br />20 1 _�5j, 1.4 13 with some-CIG1. <br />16 �N <br />36- <br />41 <br />Loose 8 slightly compact brown very fine - 3 <br />26 <br />11.6 1 99 122 Silty Sand. with 39 <br />f ine clayey sand (9 45 <br />SCGftFred grGI/81. 27 <br />26 <br />2D <br />/0 19 <br />-r-refF94 1_2 6 -28 <br />00 3e <br />brown very fine- 177adlul-77 Clayey sand. 2?9 <br />M,0GCf brown Silt G17d sandy silt. 40 <br />44 <br />46 <br />Very Stiff red brown cIGyey silt with numerous 20 40 60 <br />7-26-61 <br />0 16A 1 1071 20 F4 I] lime ve/nIets 0,?odules. 8PF <br />1.4 Red brown fine to COGrSe Sand. <br />36 1 <br />Very stiff red brown clayey silt. <br />40 13 6 1 - 119 <br />Dense gray brown silt a hard clayey slIt. <br />14 1 39j <br />- 20-- -7- 26-- 61 <br />PROFILE <br />POCK LANE A r DUCK GREEK <br />LEGEND OF EARTH MATERIALS <br />SIZE CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION <br />Diagram showingthe basis Of groinsize distribution <br />100 0 <br />used in determination of class names. Size Peat or According to I he Standard Penetration Test. <br />go clo5sificotion is based on the Wentworth Gravel H1.111- organic matter <br />grade scale in field classification orthe <br />80 'a, A.S.T.M. grade scale in the laboratory sieve Sand Fill material No. of blows Granular Cohesive <br />Y PC, a n a I y s I s. L.J.- LA-, <br />k1f 7r) <br />,1�1 Classification of earth material shown on this L�" U - D very loose very soft <br />- 60 sheet is based on field inspection and V�_111 Silt Shale <br />should not be construed to imply mech- 6-10 loose soft <br />50 'P <br />LTY CLA anical analysis unless to stated. Gl a y Sandstone 11-20 st igh t I y compoc t St i f f <br />0 R 0 <br />50 Sandy clay or Limestone 21-35 compact very stiff <br />LAYEY I LT M clayey sand IM <br />iANDY Sl T 20 Sandy silt or Metomor ph ic rock 36-70 dense hard <br />10 - W_f silty sand 70+ very dense very hard <br />Q 10 Silty clay or Igneous rock <br />clayey si It <br />I T JN'_ <br />MF- <br />164 <br />I - <br />5j�50 <br />IVOrES: Elevation Ode' I/ Ave <br />Based on City of <br />Stockton data 84.6 = 0, 0 Elev. <br />08-2 <br />O'Dell- Street <br />- PLAN - <br />6-000 <br />2 <br />POCK LANE a O'DELL AVE. BRIDGES <br />ROAD INDEX FILE YEAR SHEETI TOTAL <br />NO. NO. NO. SHEETS <br />-T <br />14219 26-R,27 1 24 25 <br />V <br />A5 3UILT COII?REC7101V�5 <br />A5 hpcilt c-ot-.-acl�io17 70-,-n lwolfllyo, 2-16-6_3 <br />BM.-- Spike in p.p. South side of Walker slough <br />Left side O'Defl St <br />El. 9760 = City of Sfockfon.Datum <br />13.00 = Corp. of Engr Datum <br />/00 7'L t Sta 51- 66 /3' Rt Sta. 6 -o25 <br />El. .59 7 El. 970 ly compact brown fine- very coarse <br />13 - gravel -fill <br />14 ---,Stiff dGr1f grGy CIGY ey Silt. <br />10 <br />9 T9 1 Soft gray cl�yqy silt <br />90 <br />8 6 Loose brown sandy siltand soft c/dyey <br />10 2 -21 92 1 28 1.4 1 8 silt <br />20 <br />t-xlsrinq Ground Surface 20 <br />Up stream side 16 18 1"6. 3 11,33 123 4 JIS <br />80 22 <br />a stiff <br />N, <br />16.3 1 115 1 16 1.4 Clayey silt <br />.7-27-61 2 C <br />B.PF Dense- compact red bnown fine -coarse sand. <br />70 EjjjVQnR1 Pi 1. 4 _L�� <br />Comp act grGy brown fine -medium clayey sand <br />El. 59. 6 <br />1.4 54 <br />7-28-61 <br />8175 - bro win fine- medium sand. <br />D e red <br />60 1.41 23 1 <br />0;��Gct gray Silt, sandy silt 0 very <br />fine clayey3ov7d. <br />96 28 1.4 26 1 <br />Co Inpoct gray Nue fine - me dium clayey sand. <br />16.3 1 10812 0 blue gray silt. <br />50 <br />X, Dense gr oy _green very fine to fine silty <br />1.41 51 1 sand 61 sandy silt <br />Dense green brown very fine - coarse <br />40 silty sand. <br />7-27-61 <br />0"DELL SrREET Ar DUCK GREEK <br />Z <br />L E G E N D 0 F 8 0 R I N 0 P E R A T 0 NS <br />Plan of any boring ROTARY BORING PENETRATION TEST M 0 0 R E a n d T A B E R <br />Location Location GeOlogjSfS <br />Flush penetrometer <br />B-NO. 8-N0 Job N? 31,35F- 5- 6 APPROVED <br />LICENSED CIVIL Lg&,,,,EE 9165 <br />2. 5n Cone penetrometer Top hole e ey. Top hole eley & N9 <br />moisture % 2A <br />Unit weight (#/cu f0dly casil7g Description of n7aterial Pushed P elevation und water surface <br />Rotary boring set s ofsompler Ya count record 2rjo - COUNTY OF SAN dOAOUIN <br />j�d_ C <br />Unconflned compressive ize Ig date measured <br />y C'15i t <br />S <br />lows per foot Slows per foot----, <br />rZsq f t <br />n tes;) �53 <br />strength (rlsqft) (Using a 140 homn7er <br />Auger boring Consolldotion test 2.4 105 2-4 1.4 63 (Using a / 40 lb Graphic representation I <br />with a Prop). I - Grop /� <br />17-0 Direct sheorfest--(D -G.W� elevation -ground water surface hommer wtth a of driving rate. DUCK GREEK BRIDGES. <br />Uo�' Sample boring date measured 30"drop) <br />Expansion test ­1(9) Conformable material change <br />'"E t9 0"DELL srREEr <br />-Gradational Inaterialchonge <br />Jet boring Triaxial compression test -.fT) A 1* POCK LAIv <br />eshmared material change <br />Shear 14 S <br />strength (#IS q. fl) 0 v <br />10 0 30 40 50 60 76 <br />Diamond core boring <br />Vone shear Ifield) <br />Date of <br />Unconformoble inateriol obonge boring 31ows per foot <br />LOG OF TEST <br />B 0 R 1 IN' G S <br />I I Test pit <br />date of boring <br />Scale /0' <br />Date Aug. 8.,1961 File <br />Drawing <br />BMW <br />R w <br />13R. NO. 13 8 4 <br />STATE NO. 29C-099 <br />