ARCHIVED REPORTS XR0009294 - Laserfiche WebLink

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'Sod behavior type and SPT based on data from UBC-1983 TEST AMERICA Operator B BUCKNAM CPT Dateflime 02-23-06 09 09 Sounding CPT441 Location CPT-02 ' Cone Used 510 Job Number Tip Resistance Local Friction Friction Ratio Pore Pressure SPT N' Sod Behavior Type' QL(Ton/ft62) Fs(Tonfft42) Fs/Qt(%) Pw(psi) 60%Hammer Zone UBC-1983 0000 4500 00 100 00 100 -200 150 00 2000 00 120 1 1 1 I 1 1 I I 1 1 1 11 f l l 1 1 1 1 I l I I 1 I 1 1 1 V I M III 11 t I I 1 I 1 ' I 1 1— —I I 1 i000 L_ _1_1_J_J_J_J i_I I_I IJP 1„I„I„IJ I JJ— Ll,.r !J.J I ! 1 1 1 I I 1 1 1 L1-111 I 1 1 1 1 1 1 1 1 !'I— I I I I I I 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1! I [ I ! [ r t I I I I I I I I 1 I I 1 I I 1 1 i l l l l t I I I I 1 1 I I I I Y k l l l l I I I I t l l 1 1 4 1 4 1 I 1 I I 1 I I I I M S I I I 1 1 i I I I I F I I 1 1 1 1 1 1 I 1 f 1 3 I 1 I 1 ! 1 1 I I I 1 1 1 1 I 1 1 1 I 2000 4 J V 1 1 I 1 I l i 1 1 1 1 1 1 F I I 11 i l f 1 1 1 1 1 f 1 ( 1 1 1 1 } I III 1 1 t 1 1 1 I 1 I 1 4 I I I ! 1 1 I I 1 1 1 1 1 ! I I 1 1 V 1 1 I I ! I } I f l l 1 I 3 I 1 I I I l i l l l l l I I I I I 1 i I l i I 1 1 1 1 1 1 1 I I I I I 1 r ! I 1 I 1 1 1 1 1 1 1 1 1 I I l l l i l ! 1 1 1 I I I f 1 1 1 1 i I I I I I I F I 1 I f I 1 I 1 11 I I ! I r 1 1 1 1 1 1 1 1 ! 1 ! 1 1 1 1 I 1 1 1 1 1 1 1 1 4 1 1 5 I 1 ! I I 1 I I f 1 1 1 ! 11 I I I I I F I I I I I / 1 1 1 1 1 1 30 00 v i— f i— — -i—i i t ri i ,i i 1 l i—1 _i_I iii i i I ii�,i l l I f I ! I 1 I I 1 1 1 1 1 1 1 I I I I I t 1 1 I I I I 1 1 1 1 I 4 1 I l i l l 1 S I 11 4 1 1 1 1 1 1 I I I I I I I 1 t 5 I 1 I I S Jr4 1 1 1 ! I I I I 1 1 i I 1 I 11 f I , I I 1 1 1 r IIr I I 1110 /y� I I { I I 1 I 1 I I { 1 1 1 1 1 1 1 1 1 1 1 1 ! f 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 4000 — r_1—J—J—J--t— 1 I IJJ JJ 1 4J—I— ,_I„1-1 4 1 SL ifT I 1 T� 1 1 1 4 1 1 , 11 1 1 s 1 1 1�4 I , 1 I I 1 I 1 1 1 ! 1 1 1 r (�)"� I�;i 1 5000 1 f I I i I 1 I 1 1 1 1 1 1 1 1 L I I 1 1 1 1 I f I I I I I 1 1 1 1 t 1 1 1 1 I f t I I I ! I I I I 1 1 x 1 1 1 I 1 1 1 1 I ! 1 1 I I I I I l I I I 1 1 1 1 1 1 11 1 1 1 I I 4 ! I I 1 f 1 [ I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E I f 1 1 1 1 1 1 f I I 1 t 1 ! 11 I f 1 1 1 I I I I I I I I f l 1 1 1 1 1 1 1 I 1 I I 1 r I t F 1 1 1 11 , 1 1 1 1 1 1 1 1 I 1 1 1 1 IY 11 1 1 1 ! 1 1 1 l I 1 1 I 1 1 I IC/1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 , 1 1 1 1 1 1 ' 1 1 I 1 1 I 1 1 11 1� 1 1 1 1 1 11 1 1 t 1 1 I f r 1 1 11 I l l i I 1 1 1 1!,1 6000 r-r-�- -�-�- --r rrrl�� rrrl �� rri—I— rri 111 r,-rnrr I t f I I 1 I 1 I f l t 1 1 I I 1 1 1 1 1 1 1 1 1 1 ! 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 I I 1 1 I 1 1 r 1 1 11 { 1 1 1 I 4 1 4 1 1 1 1 1 1 1 1 f 1 1 1 1 1 1 1 11 t l l 1 1 1 1 1 1 1 ry� 11 I E l r l l l l 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 I 1 4 1 1 1 1 1 1 1!1 70 00 L_L_1_J_J_J_J —I_ L 1 J J J L 1_1 J J J _t—L 1 1— L 1—I J J J J J LL J L L 1 1 1 I l l i Ii 1111111 t1 11, 11 1 I 111111111 111,1{111 11 1 ! I I 1 I I I 1 1 1 1 V I I I l l ! 1 1 4 1 1 I 1 1 1 1 1 1 S r l l l I I I I 1 1 1 l l l l l l l l ' 80 00 f l l l 1 [ 1 1 1 1 1 4 1 1 1 1 I I I I I I 1 1 1 1!1 1 1 Mawmum Depth=613 24 feet Depth Increment=0 16 feet 1 sensitive fine grained 4 silty clay to day ®7 silty sand to sandy sill 10 gravelly sand to Sand 02 organic material ®5 clayey silt to silty day F-8 sand to silty sand ❑11 very stiff fine grained(') 03 clay 6 sandy silt to clayey silt 9 sand 0 112 sand to clayey sand(')