Laserfiche WebLink
GeoEngineers, Inc. <br /> Gperalor. No:r,�k CPT Date'Time. .,� .�_^,Cr 1 �;77 P1., <br /> Sounding: CPT-6 Loca�ion: Smi:h Islartl�a�ch Planl <br /> Cone Used: DSG1015 Job Numher. 8987-004-00 <br /> T • <br /> Tip Resislance Friction Ratio Pore Pressure Soil Behavior Type' SP Id <br /> �c T5F FsIQc(%� Pw PSl Zone:UBC-19B3 60%Hammer <br /> 0 200 0 6 -10 25 0 12 0 50 <br /> � 1 I . �—� i i I I <br /> � ' ; ; � � � <br /> I � � <br /> , � � � � <br /> � ; � � � � � � <br /> � � � <br /> �i� ; � � � � � I � � � � � <br /> ' , , � � � � <br /> ; � , � � � ; � �� <br /> � � � <br /> �� � � � � � � � � � � ; � � � <br /> ; � J � � � <br /> M <br /> '� i i � i i i � i i i ii � <br /> i � i � I <br /> 5 _ _"' __'"' _ _ _�' `_ r" "'^ '_ _ '_. r�-��-�iy..� .� ."".JI I <br /> i � � i i i � i i � i i i i � � i � , I <br /> i i � i i i ii ii � i � i � � i <br /> i i i i ii � � i i i i �� <br /> i i � � i i � � � � iii iii i i i � � ; '. <br /> � i iiiii � i � � i � � I <br /> i � i i � i � iiiiii iiiii <br /> � i � � i i � � iiii � i � i �i I <br /> i � i � i i i � i i � i i i i i i i i i i , <br /> i <br /> ii i � i i i i � � i � <br /> i i i i i i <br /> � iiii <br /> i � i <br /> I i � ii i � ii <br /> � i i ' � <br /> i � � i i i i i i � � � �i i i i � i i i � � i i <br /> i � i <br /> iii <br /> i � i i i � ii <br /> ' ' ii � <br /> i � i i i i i i i i i i i i i <br /> iiiii iiii Ii <br /> iii <br /> i i i i i i � i i i i � � i ' i ' <br /> iiiiiii <br /> � iii � <br /> � i i i � i <br /> i i i i i i <br /> � ��_ . y-J-4 I-♦ -I- I-IJ4��4♦ <br /> 4 y-1-1-I <br /> �p -4 -1 <br /> --- - - - - r -- � „ <br /> � �„ � , � � � . , � „ <br /> I �G � � � � � � � � � � . <br /> i � � � � � � � � � � � � � � � � � � � � � , � � � � , � � � � � <br /> � � � � � � � � � � � � � � � � � � � ; � , � <br /> �I I i I 1 1 i i I 1 1 1 i 1 I I ; 1 1 I 1 I I I I 1 I I <br /> � I ' ' I 1 I 1 ' ' � i 1 i � � 1 i I i I I I ; <br /> I� I I I I II II • 111 II <br /> I I I 1 1 11 I � I � <br /> I I i 1 I 1 I i 1 I I ' I 1 1 ; 1 1 1 1 I <br /> DePih � i i � i i i � � � i � � i � i � i iii <br /> g (fl) � � i i �� � � i � � i � i <br /> � � � � � � � � i � <br /> i i � i i ii � � i � ii• <br /> i � i � i � � i i i � � � i � <br /> i i i i i , i � � � i� � i � <br /> i i � i i � i � � i � iii iii <br /> ii i i i �. ii � iiii � i i i i <br /> � 15 _'''_� _'__ _ti'a_'_ _ '"'_�_` i- i_ .i_ _. u -. ��. �J i i i i <br /> I � � i i i i ' i i ! . il �� � r i � i <br /> i i i i i i i i i <br /> i � i i i i i i i i i � i � i <br /> i i i i i i i � ii � � iiiiii i � i � i <br /> � � 1 I I �1 � I I � <br /> I 1 I I 1 � I I 1 1 1 I I 1 1 i � I 1 1 1 <br /> � � �1 lilllll III <br /> I I I I � 11 II11 III <br /> � � Illl � lll� i <br /> 1 I 1 Illlilll� l <br /> 1111 <br /> I 1 I � � � � <br /> 1 I I 1 I11 <br /> 1 1 1 ' 1 1 1 � <br /> I i 1 ; 1 I 1 ; I I 1 i I I ; I 1 I 1 I ' 1 � <br /> ; � i � II <br /> I I I II III1 � � ; 11 <br /> � ; 11 III111 <br /> 1 1 1 � II I11 <br /> ZO -l_.l J i _J L � J 1 ♦ i 1 -3 1LlIJ JJJ�I.I_I <br /> 1 1 I 1 1 1 111 IIIIII <br /> � � � � � III <br /> � � � I1111 III � II <br /> I 1 1 1 I I I 1 I 1 I 1 <br /> 1 II ' � <br /> 1 I I I 11111111 II <br /> I <br /> I I I I I I I 1 I III11 1111 � 1111 <br /> I I 111 <br /> I 1 I ' 1 � I I11111 I <br /> 1 I I � I I I II � 111 � I11 <br /> 1 I I I I III I11111 IIi111111 <br /> 1 I I I 1 I 1 I I 111 II111 1 <br /> 11111 <br /> � � 1 I I 1 I i � 1 I 1 I � i I I � I 1 <br /> 1 I I I I illl <br /> I 1 1 I I I 1 I <br /> I 1 I I I I I i <br /> 21'J I �LL Ly' �I1L11 <br /> Maximum Depih="<0.01 leel Oepth Increment=0.164 feet <br /> �-,1 sensitive Gne grained �4 silty clay to Gay O 7 silly sand to sandy silt �10 �ravelly snntl;o sand <br /> �2 organic malerial e 5 clayey silt to silty clay . � 8 sand lo silty sand �11 very s�iff fine grained(') <br /> �3 day �6 sandy silt to dayey silt 0 9 sand �12 sand to r.layey saud(') <br /> 'Sml Gehavi� :ype�nd SPT based��Ea�a Imm UBC-19B7 Notl�wesl Con�exploretion Figure A-14 <br />'�r I <br /> � '��5•��,' . � <br /> ['i'�_ . . . . -.L f r � '�_�I .b ,. <br /> , ..�. ��1 . v '�• S ' � . . . . <br />