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<br />Brvwn� fine-- ie`ine .SANDY SILT -& ::�' � pavement
<br />very
<br />dark- brown CLAYEY very fine -fire ( 3'7 /�/ /9 r l 14,3
<br />¢ S NDY CLi4Y % -i
<br />SANDY S/LT l ., - ,,l
<br />I Q -- - ` - `7f .i CT 3 IeJ-'TF•+�` IIII ' "y 100SC�-br ADS 11- Y , _
<br />4roavn s'// h70I CL AYEY , very fine -Fine SAND •. 3/ - I
<br />SILT Dense
<br />�LAYEY, very Fine /a f/tee SANDY 1. 4
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<br />'t S/LT • a5 `;x Dense bl W,� ,s/� , Cemented,
<br />%:'' \,�.-- PS 7I 112I 19 . 3 11,41461 CLAYEY, very r � e SANDY SILT
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<br />Gray-&vP.I, t wry fine SAAODY S/LT fo k 7/ b 30 brown s/i ht/ CLAYEY ver fine SANDY <`�`� r: Semi pact, 4yr-br�oi�la'�, CLAYEY, ��
<br />T 4 1 /. 71/OA22 '�: 4 if I gr-r fine- fr C Sr4N{3Y S/E.r— 1
<br />. Ver brown s/i� 7�/y Brown ¢ Qc�ra very fine-{ne ` i
<br />Gray, SILTY v'ae fin: S'ANQ 3� SANDY 3/L w.f75 g/ass to
<br />y' ' : �5 �I20I//�I/6 :�� 5114173 semenfed S/LT `` Po�t�/ain, wood u;' (l/ery loss
<br />ORGAN/C SANDY S/L
<br />ghAy CLAYEY very fi.� fiAe _ I
<br />20 SANDY_ ,S/L.T 3 7 6 f }5 , blrvw% SILTY, very fines- � ,3.3 B/uc moray, C`LAi 'Y i t y `- e
<br />67 1 '`' S/LT fine S.4NOY S%LT
<br />Orarn�-brSwn,, eeTienlaecf) SILTY vle=r'yr57
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<br />az 1.0j/08j20 :� 7 1/¢I/9 -
<br />fine - Fine SAND • 39g x . t . Brow y ett-Al-e veery fire - irye
<br />' 52 1 sem/car» y bl'L31+t/�7 f%rx -
<br />r`�i frnc S /Vdy 57LT ' w' SANDY S/LT I
<br />BI-Ow") CLfHY&-Y 5I'L.`T Y Very r-i�le - t��ne ' e i�7}33 }f 4}// ,5-19-77
<br />'`. SAND
<br />„ -/9-77 Dense, grate l 61r^ovvr7� S1L7`Y amine- firie
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<br />�' very fine SANDY SlL O- I Iz
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<br />S-ls-77 Hor-1 zon to/: Alone
<br />f i45i/05I23 �.�';� /l I /.4I39I `
<br />=aft. :Dense, brown ve�^y �r`,I=-fire �1�tltJY
<br />/I� �� I f g '� /��/�L.T tir�th seat_1'ered�nedicicn -- �
<br />coarse SAND r r
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<br />LEGEND OF EARTH MATERIALS LEGEND OF BORING OPERATIONS MOORE S TABER NoFvTMEFRN CALIFORNIA
<br />UNIFIED SOIL CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION CONSULTING ENGINEERS AND GEOLOGISTS
<br />Plan of any boring ROTARY BORING PENETRATION TEST 4 �
<br />Pt OH CH MH OL I CL I ML SC I SM SP I SW GC GM GP I GW NN FOR SOILS Location 8_No Location
<br />Sands with fines Cleon sands Gravels with fines Cleon gravels ^' Peat or Z Perry baring
<br />Highly ®Grovel © organic matter ibp hate etev. B - No. alr 1• Iti W Wr r., / .
<br />Organic Silts and clays Sills G<sd clays >12%fines <,5%„fines >t2 /ofirtts <5%fines g Accat'd'tnq 10 the Standard PenetratlanTESt � � 2.'.i• �
<br />Liquid limit greater than 50 Liquid limit less than 50 ands -more than o of ors Grovels- more than o of coarse �' S 50 co a ve 0 e tirt�eiev, 1lEOtSTEREC CIVIL E �� 1h. �i�L'
<br />/o G 5 /o Diamond Cafe w...e....
<br />Sella •:�ti �+�^ "'Si in CO S
<br />Q I: i =•> `ofis�vi'e (�6 dFy wt 1 9
<br />• fraction is smaller than N 4 sieve. fraction is larger than N 4 sieve. .,•„ Sand �� FIII material Cohesive �—SOmpte ltnnlber
<br />N'g of blows Granular Co es ve Set,,Pushed P .
<br />Fine grained soils Coors* grained soils , Dry * SA�v �,JO� fQj%%N COyNTY
<br />: Auger boring -Size of sample (netts
<br />(More than 50 % is smal ter than N* 200 sieve) - More than 50% is lor?ler than N2 200 sieve % Unconfined compressive10 h
<br />Silt IMShute 0-5 Very loose Very soft 4.,_ Blows per foot II \27
<br />NOA
<br />LABORATORY CLASSIFICATION CRITERIA ® Sample boring strength (tons/sq.ft (Usinga 1401b.1onni er g 1 `�l91e Of driving BRIDGEN2
<br />@M►endsll►-III`-greater then4forGw eeforsw;e,�= (DM)2 betwetn Is,& CI 6-10 Loose Soft Designates other soilstests h " (Using 140ID. ASHLEY L AA IE 1501
<br />o CH DID pp x 0� ® ay Sandal" �; Jet boring C -Consolidation � f with a 30 drop) hammer with 213C
<br />"-go S.m{tor
<br />2.4 (105I24 I i.4 ss 30"drop) 4144aTaP o1M 3P- Clean gravel or send net meefing for Gw ar►d Sw. cofnpact Stiff :ie• ti
<br />} sandy cfb7ror S- Direct shear
<br />* Iz�o am and SM- Atterberq limits below tine or P. i. less then 4.I LimestptlQ -j Compact f@St pit - +r'wS Con}bnfid�8 fnliferiat C1bn�t� S�� /� �S / * ter.+► i
<br />clayey sand pact �j► stiff` _ � s (� /`�..7 �/C F 'p OH and MH tic and SC-Atterberg limits above "A' lint with P. I. greoi- than T. �� E -Expansion Elects n ,� Approximate material change
<br />s CL y) Fine I Medium 'Coors; Fine I Coarse 4 1 r Sandy Silt Of �MetatTlOrptliC 3S-� Densi Hard ® t • i-Triaxi0l COfliprQS Ofl n" L_�
<br />10
<br />Flnes (silt or clay) i I_�le°°�eera 1. E /4 G Unconfornnobl@ materioi cha =i LOG O F TEST BORINGS
<br />sand sand Isandl gravel grovel Silt Sand rock 31
<br />Sieve sizes : ° :► "' � �• Silty clay or >70 Very dense Very hard yQ • p : e,'V. ,,,,� r 40 ' 2 Come -
<br />o clayey silt Igneous rock - - Date of Date
<br />20 4 BY : ✓.
<br />Classification of earth materials shown on this sheet is based on field inspection and , , -f. Scale: As shown Date: June /977 Drowing
<br />o u ao ao �o bo eo a o so ao „- ... ,. _. boringBlows per foot Check b F.P. T.
<br />LIQUID LIMIT should not be construed to imply laboratory analysis unless to stated. y
<br />i R.4�{y a h ASHLEY LN• BRIDGE NO. 1501 •
<br />���• 1/�I V aIV •^`�C'•E 1 �/ ' I �T _ •'� �� ; 4 XifkM ..�: , • ('-.� �). #ir. Si_'a Ii —
<br />e y/7 /� i ' NCB NO � STATE NO. 29C 301 � $ $ °
<br />ti 6
<br />FILE NAME DRAWER I •SHEE���VO:
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