|
\ Y? B2-06 LEGEND:
<br /> \k t
<br /> _ q Q
<br /> " BENCHMARK Lr\ t5 � � � = Indicates Bottom of Footing Elevation (reef)
<br /> j B7-08�y o Indicates Driven Pile (all piles not shown)
<br /> Cit of Stockton 8M 4 ^�
<br /> Mron. nt NINµ10' a Brass Disk I Indicot es Driven HP Pile all les not shown
<br /> monument ell locot ed at $ ^\ ( Pi )
<br /> the intersection of Davis NOES:
<br /> Road and Eight Mi Ie Road. 1.Eield n°s,ieamion °,.,:°rd--ww ASTM D 2488 00'oee.ripuvn and
<br /> Elevotion 17.53 feet (NGVD 29 \�� laenhhcalmn or sons(vnam-MonvL�Proceeare)"
<br /> Datum). _-- \ \� �\ \� esu. �n»n.], 2.Standard Penetration tests w re performed m p,CO,d,,c,,wth AS'M D 1586-99 using
<br /> Note: Project elevation does —�— — �'— ��� rs� f -- diome:e.e'A p,.tOd a�mnpler wsOn °d-al Oli.ps,t as Dral Woos were l 5/8-1nch
<br /> not match published value for 3.
<br /> ."25 inch s c C •n,h some mon,er
<br /> this Point. \� �\ i )sompeomple." '.D-2.5 In n,00_29 inn Oriv avis as SPT
<br /> \ acThe length'of each—pled interval is shown graphically on the borng log. whole
<br /> number blow tl—('N)represent me"smndard P—tmlion rmimancd'mlerml n
<br /> p accartlance xi;e ASTM 01586-99. Mere less than 1 fool of aeneVet de:s achieved,
<br /> B11-08 blow<-1 shaven F for that fraction of the"standard penetration resistance"
<br /> \ �,�'r'�i Mr.e❑_ int<" actually 1 nelrotI..
<br /> p ] 5.Consistency o n()» mated
<br /> B1-08 �' fi Ground water(sur ace Al,—wn the b*,,,th ndlca tetl an the Log or Test Boring
<br /> U Y Sheets re%ecl the fluid Icvcl o the borings on the sped vied tlate.
<br /> J.Gr°,end water surface elevations or aubpc:to anal fluctuations a may occur
<br /> '•4 higher 0,1.—els lw,deoending an the conditions Of any parliculo c tlme.
<br /> PLANs.E1ep LniL(media mr plan wive provided by Mork Thomas&Company,Cecember 2008,
<br /> 9.The"Log of Test Beings drawing is included with plans n accordance xi th Section
<br /> 1"=40 p-1.03 of Cnnrans'Stantlnrd Specificafi—.
<br /> 30 _ 30
<br /> 20 »J B7-08 n J 61-08
<br /> 18.03 18.56 20
<br /> SILT with SAND(ML).stiff,dock brown,dry,I—sand. B _ 6 ® Lean CLAY with SAND(a),stilt,tlark gray/bloc to light brown,tlry,fns sand.
<br /> SILTY SAND(SM),dense,light brown,dry,fin•sand
<br /> 10
<br /> ®©
<br /> 10
<br /> O ensP—y-graded SAND with SILT and GRAVEL(SP),medium w Poorly-graded SAND»Rh SET(SP),dense.reddish brawn,dry,fens sand.
<br /> de, fight olive brown,d,line to co e sand.
<br /> 0
<br /> SANDY SILT(ML).very stiff,reddisM1 brown,dry,fine sand.
<br /> .. s
<br /> dense,0•-x.5 SILTY SAND w,th GRAVEL(SM),medium right Drown,dry,rine and and grovN. -10 .-.
<br /> _10 SANDY CLAY(CL).—y soft dwk brown.dry.me Yana.
<br /> becomes nam,led- brown. w»s becomes dense w
<br /> SANDY SILT(ML),very s
<br /> tf.reddish brown,moist,fine sand. SANDY SILT(ML),hard,light brown,dry,line sand,moderate cementation.
<br /> -20 moderate teen en Ioban. w
<br /> L -20
<br /> CLAYEY SANG with'GRAVEL(SC),medium dense,IigM1t olive a um a ery s dr ra �s ro
<br /> brown,moiEit
<br /> st,fine I.medium Bond. �^N'S tlry,hne sand.
<br /> Z
<br /> O SILT a L SAND(ML),very stiff.yellowish brawn.mart, - _ ].beeLmea aenee/M1ard. -3O
<br /> -30 SILTY o AND(nSN),den e,kgnl olive brawn,moist,hne sand, /5 Wy,groded SAND(Sp),loose,brawn,wet,line sand.
<br /> d r I. er lolion� 1 becomes medium dense. ~
<br /> Q Q
<br /> > -40 ,. S6 .5 b5 SILTY SAND/SANDY SILT(SM/ML),medium dense/wry stiff,grown,eel,rine -40 >
<br /> w 03-24.2008 1
<br /> Fermi-R,d Of El—--3817'
<br /> Hammer Energy RObp(ER,).80% pecomes reddisM1 brown,moist.
<br /> w -50 °° -50 w
<br /> NS Lady-gra a 6
<br /> -
<br /> w,n n ark re .m bra me t. he o rh son
<br /> RPS SANOY SILT(ML),nord,—dish b,,
<br /> SILTY SAND(SM),medium dense,retldish brawn,moist Iine sand. 0 sf§
<br /> -V O V
<br /> oody-gra e N e i— ase,d—brown,wet, ne o medium son
<br /> I-graded SAND with'GRAVEL(Sw),dense,gray to brown,wet,fins to coarse sontl,I-
<br /> -:i
<br /> -70
<br /> -70 9S
<br /> SILTY SAND(SM),medium dense,brown,moist,Iine sand.
<br /> -80V
<br /> Poady-graded SAND(SP),dense.dark reddisM1raw
<br /> bn,moist,line sand. -80
<br /> PROFILE 45+00 LOWER SACRAMENTO RD UNDERPASS
<br /> Terminated at Ele,_-82.91 03-19-2008 VERT. I"-10'
<br /> mer Energy Rat-o(ERi)-80R HER. 1" 20'
<br /> 42+00 43+00 "°m 44+00 LOG OF TEST BORINGS 1 OF 3
<br /> Dk BY BLACKBURN CONSULTING 5�` PUBLIC TY OF
<br /> DEPARTMENT
<br /> PROIECr LOWER SACRAMENFO RB
<br /> 1191 BOATMAN AVENUE
<br /> MILEPOST, 100.11 �ciic -M c -_R BA/006 NO.:S9tC116
<br /> SUBDIVISION SACRAMENTO ORIGINAL SCALE IN INCHES HEST 5-87ACIMENTFA0.:(,is)
<br /> 95691 ArPRorto BY. 3661a N9.131
<br /> (916)D5-e106 WAX:(916)3]9-e109 E Ali; O63icveOer MDR arr S36 o S38
<br /> CITY SItICATON Tqi REWCED PIAN x-�,pNypyk ppAry By. ypp
<br /> I
<br /> COUNTY SAX!OA U/N cu eTrr�Ta plc
<br /> STATE:CI OOT N0.:9R1 l57Y eao-]] 919] 0 r �70RD01C, CITY YOUR
<br /> S1DfiG ,a 1 s BM : . PADJEffW'
<br /> 05.17
<br />
|