ARCHIVED REPORTS XR0011078 - Laserfiche WebLink

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-Soil behavior We and SPT based on data from UBC-1983 TEST AMERICA ' Operator 8 BUCKNAM CPT Daterrime 01-11-061211 Sounding CPT417 Location CPT-01 Cone Used 510 Job Number 1 Tip Resistance Local Friction Friction Ratio Pore Pressure SPT N" Sod Behavior Type` Qt(Ton/ft"2) Fs(Ton/ft"2) Fs/Cit(%) Pw(psi) 60%Hammer Zone UBC-1983 0000 4000 00 100 00 100 -100 60 00 2500 00 120 1 I 1 1 1 1 1 1 I I 1 1 r 1 1 1 1 1 1 1 1 ! I 1 1 1 1 1 1 1 1 � , � Ikl 111 111 1 1111111 1 1 1 1 1 ! 1 1111 , 111 14111 11 11 1 1 1 1111111 1000 1 1 I 1 I 1 I I 1 1 1 1 r l l I f , 1 1 1 1 11 C, I I 1 1 1 1 1 1 11 4111 14 , I 2000 �_-1 `F_a"_"`I__F_�_ F�1«i-1 � f I , ti K •�-r- F H- �--1 1 1 I I 1 1 1 1 1 1 1 k l l 1 1 4 1 1 1 11 1 1 1 r 1 I 1 I I 1 1 1 1 1 1 f 1 11 11 I I ! 1 ! 1 1 1 1 1 1 I 1 I 1 1!1 1 1 I I I I I 1 1 1 1 1 1 f 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I k I F 1 1 1 1 f l 1 1 1 3000 1 1 k 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 I ! 1 1 I I 1 1 1 1 1 1 1 1 1 f 1 1 1 1 1 1 1 1 1 I I 1 1 4 1 I 1 I I I I I S I 1111r1 ! II ! 1111 II ! IFI I r I 1 111111 I I 1 1 1 I I ! 1 1 1 1 I I 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1!1 1 1 I I I 1 1 1 1 1 I I I I I 1 1 I I 1 1 1 1 1 1 1 1 1 I I I I I I I i I 1 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 I I 1 1 I I 1 1 1 1 1 1 I 1 1 1 1 1 1 40 00 -„I_ L_J__I__L_;_ I 1 1 I I I 1 1 1 1 1 1 1 1 I 1 1 1 I I I I I l r l i l l 1 1 1 I 1 1 1 1 1 I 1 1 1 11 11 I l r l I I I , I I I , t i el: I i IL k l 60 00 1 _L_1__I__L_J_ 11 11 IJ 1 1—I 11 JJJ 1.1J 1_L 1 l._I_J_J J1 LV 1 1 1 r I ___1_1 1 1 i i iNr, 1 1 1 1 I I E I 1 1 —T I I I l 1 I 1 I e l l I I I I I I 1 1 1 I I I I I I I ! 1 1 1 1 I I 1 1 I I 1 t 1 1 1 1 1 1 1 1 { I I I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 { 1 I I I t 1 1 1 1 1 1 1 1 1 1 1 60 00 1 I I I 1_ 1 I I I I 1 1—I 1 1 1 1 1 1 1 I I I 1 VV V4I �----r---- -r-i- 1— —I'll 1111—�r r I� I —I�—! Zil�llT rl � 1 r r 1 1 , r 1 11111 , 1 1 , 11 1 , 7000 , 1 1 1 1 1 , , 1 1 1 1 1 1 1 I ! I I 1 111 11111 I I I I rr1i111 1'1 Trr r—I--1-1 Trr11Tr 1 1 1 1 I I I t l l l t l ! I I 4 1 1 1 1 M I I I I I 1 I I I I 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 I I I I 1 1 1 1 1 1 I I 1 I 1 1 1 V l r l f l l I 1 I I I I I 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 4 I 1 I I 1 1 1 1 1 1 1 1 t l I I I I i I I V 1 1 I I I I 1 1 1 I I I I ! I I I I 1 1 1 1 1 1 3 1 I 1 I 11 1 111 111 1 I 1 1 1 1 1 1 II II ( IIII Ill li 1111 11 I I I I I 11111111lII Vri W I { 1 e —,r -1 1 1 1 1 1 1 4 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 r l 1 1 1 k 1 1 1 1 1 { I I I 1 1 1 1 1 1 1 1 1 1 i I i I 1 1 1 S 1 1 I I I e l l I I r 1 I 1 1 1 1 1 1 4 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 i I I I I I l l t l l I I I 1 1 1 I l r l l I 1 1 1 1 1 1 1 1 I I 1 I l l i I I I I I I I 1 1 1 1 1 1 1 111111111 111111111 IIII 11 1 1 1 1 11141411111 1 I I I I I 1 1 1 1 1 1 , 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 F I t l l 1 1 1 1 I ' 9000, 1 1 1 1 1 1 1 111111111 111 ! 11111 11 1111 1 1 1 1 Ir141{11111 Ma)dmum Depth=55 61 feet Depth Increment=0 16 feet 1 sensltive fine grained 514 silly clay to day ❑7 silty send to sandy silt 10 gravelly sand to sand ❑2 organic material ❑5 clayey silt to silly day ❑8 sand to silty sand ❑11 very stiff fine grained(') ®3 clay 6 sandy sill to Clayey sill 9 sand 0 12 sand to clayey sand(')