29C-057 - Laserfiche WebLink

Home Browse Search

r. - ,F — - -- - --- -- - - - - - - - - --- - - -- - --- - - - - - - -- - - - - - - WW to I let- _ " B2 U S C¢ G S N° 77956 - /962 E/e v 35.7/ ' Ex/st/ng bl ge (L WATERLOO ROAD 83 PL A N - ' Sca/e : /"= 20' } As shown As -Shown ' ' = 40 As shown 40 o _2 B-3 B _� �� se brown S/LTY SANDY GRAVEL F'i // Brid a deck _ , 2,46 3" _ 3 i 9 Brown S/LTY SANDY GRAVEL Fi// Very s�f'f brown SANDY CLAY w� fh Very�iF — so , ~' / ..4I4 scattered' 70_Sr," V&L, f-/// Compactbown tS NDY S/ L T ., APP�oximar`a gr-ouno'/ine r ' Corn .-act-sem1cor»p.ct brown SANDY S/LT 20 I /Pr-u din Se � s/iohf/�� CCmP 7'P r , I/.4195f br•vwn SANDY S/LT 3 /4 y, e/ 2I stiff brown CLAYEY S/L'i ��.._ �-ie /6f Very stiff -hard brown %SANDY CLAY 4 1/4130 Corn cf- brown SANDY S/L7' Pa ��w;th several soff• layers ¢ 4� �* Comoa t brown fine-medlu/•n S/LTY .SAND /Q ---- - - - /Q z2 J I/.Scl/b ,... .S -F/4 _ �Sfiff' - vercJ s r`i ff brown ;� Very S t/'ff har o!, brown CLAYEY _ CLAYEY S/LT 3 1 /4i&S/LT with a few soff- layers 1 V 31 / i*:. 6 /4 26 -� 61141211 f (� � 16.21/281/8 . 411,41461 C.'ornoact- 9em1co1noact brown verc/ fine - �' ? Q r •``, 71/.4124� C:ompacT Or'own tine -medium. f/ne S/LTY SANDX" 7 I/41261 S/LTY SAND 30R74 brown SANDY CLAY /Q '•. � Compact dense browr� SANDY brown CL,4 YE Y S! L T • r. _ _ , __ .ti ' , 1141341 #5.91/24I2/ � 9 11,4152� S/LT j� .5/LT 1 I I/ i'" 9 .4 9 Very stiff' stiff' brown SANDY CLAY 4.2 � 2 7 Dense ¢ compact brown SANDY S/LT -: /O {J4�24 w�'fh CLAYEY SILT layers/0 1/.41341 —20 �6.41/Ca81/6 // Ii,4165 Hard b/-own SANDY CLAY' 6 ' 14.41 3124• : / 4 �� r7ird brown SANDY CLAY // / i 8 = I " "� - ;"." Compact brown fine - rr�ediurr� ` /' '•',�.-�••' - = ' " ` /2 / 24 l- r n SANDY CLAY /2 /•a o 4� N S /LTY SAND Ha d b ow ;Jif/ f is .3 —2 a i V 2-26 3-/-66 PROF/LE ,e Sca/e: /" =/O' r ` State of California THE RECLAMATION BOARD ` LEGEND OF EARTH MATERIALS LEGEND OF BO R I N B OPERATIONS b Ol00RE TAKER n /veers• Bono fats �9 9 - } SIZE CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION Plan &any boring ROTARY BORING PENETRATION TEST ,< o Location Location m = - •b 100 �� pogrom shoring the basis of grain size distriWion • Grovel Peat or According to the Stondord Penetration Test Rotary boring B-No. - organic matter Top hole elev _ B- No: n ,`•, '� APPROVED �� K � � Q 'j - �'8 6� JOB Na 3s26 F'-1 used I n dote r mi nation of Glass names Size L 2,5' REGISTERED CIVIL ENGINEER No.9165 �` � clossit{Cation is boned on the MIrT. grade OtOmOnd Cot1i burin / Top hoiselev. imumuilimuiioumminuumuumiumnuimuiiouuimmimumimiiuuuuuuimiiimimiiiiiuI I mui uuu mi11n u 1 iiuuu-ii im 1uui1iu li V ,$ N•. of blows Granular Cohesive g Casing Sand Fill material. Moisture (96 dry r►g L „ . scale in field and laboratory clossificot{onL.�t --Sample number pushed --�P CLAY unless stated otherwise. Dry density (lbs./Cuft.) 0-S Very lows Very soft E3Auger boring -Size Of sample (inches) to } = Unconfined compressive 11 Grc�hic fepr�se tiOn g 7i0 ' Silt ®Shale Blows per foot O 60 Op Classification of earth materials shown on this 6-10 Loose Soft Sample boring strength (tons/sq.ft ~'•" BiOws per fOOt�1912 = of driving ro 50 - sMet is based on tied inspection and _ g (Using 0 1401b.hommer { m st ns Desi notes other soils tests ) (Using I40 1b. �I/ATERLOO ROAD BRIDGE should not be construed toimply tch Clo Sand o 11-20 Swwmnpoct Stiff hammer with �' ILTY C y Jet boring g with o 30 drop 3C 41 40 onicoi analysis unless so stated. :. 30 dr0 DYCLA Limestone 21-35 Compact Very stiff .� C-Gonsolidotion CGws 5 + ti I is 66 p) 12� L.I AC/QC�Ss ® ,' ;.. - Sandy cloy or r-1 S- Direct shear 1 Q clayey sand ; ;Test pit-i.,.�; Conformoae material change � S7-0CtCT0ND1vEq7-nvG CAIVAL l 1.`' � AYEY SAND YEY S! y y L_J E -Expansion Elevation Approximate material c 6 .20 36- 70 Dense Nord Dote change 10 : •. ` �{ I SILT Sandy silt or Metomorphic rock 2 V4'Cofw penetrometer T-Trfoxial compression Unconforntoble material change 2131 ° "y 10 silty sand ® 70+ Vary dense Very hard 40 LOG OF TEST BORINGS.. SIIvTY S,PN� S 0 Silty cloy or Igneous rock ® 2 V2' Cone penetrometerVIA Da 20 40� • Illy �• O �O A O (�� clayey silt j # \ Dote of i3l ors per hoot n Dale ManeA> 1, Or+arin '�� w '" , 3- �' ' /• SILT eentages - Shale AS show g /�, DF. ✓%" '" boring iffy a . - _ . .. , III I ° _ _ _ flLE IMAM. ulk,A v R U%3�L-T NO. / .,__'•'" r STATE N. 297057 �� - .._ r'"S..idM h. .'�. ..-'>6: ..•,- .m df.`.� L. _, f.k,F,.. ._ _" w..f.. _.. _.-. �•.-. ..r - + - - _ __ _ _. . - - . ._ rd .t!