76-75

S'o. 610+000

5to.

76-80

595+000

76-76

$ta.

607+000

76-77

Sto. eOhoeo

76-78

5to. 601+000

76-79

5to. 598+000

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MC-UDW,LL-Pl

Sf'T

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-------------------1 -10

90 •.....

S~CI,W/Sf,Fr"Q.VSo.Gy

MC-OOl'l.ll.PL

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H .• _. • SdCl,II/Shfr<lg,VSo.Gy

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26-'

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2$ •• , ... SISd.l'I/SI>FrQ'J.!.!edD,Gy

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56-19,SdCI,W/Shfroo.VSo,Cy

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- CISd,If/ShFraq.YSo,Gy

'10-,9,

~1-16,

SdCI,I'f/Sl1FnlQ.VSo,Sn&Cy

H-lJ, 59-[6. SdCI,W/Sttfroa,VSo,Gy

:33- *,'"

SdCI.1'r/ShF"<l9,VSo,GyMltl-Gy

""'~C:'c'C:

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_____________,

50-.,... CISd,If/ShFro</,VSo,Gy

H- "",-

. 'l!dCI,I'I'/ShFr<>ll,VSo,Bn&Gy

~6-······

SdCl.W/ShFrag,VSo.Gy

<5.7fj,

~9_ll. SdCI.1'I/SI'i'r"<,I.VSo.~yM!n-Gy

~~=~~: _l~-!4, m~:~~~J':'-<l<,l.Vso.Gy

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ll-

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VSo

•

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45'75.' . "

SdCI.1't/ShFr<l".VSQ,~yMln-Gy

-,,~--------------------------------------------------------------------------~--------------------------------------------------------------------------~

Slo.

76-81

595+000

76-82

76-83

76-84

76-85

76-86

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51-H. 56-19. SdCI,lII,hFnlq.VSO.Gy&B,,-Gy

SdCI,W/ShFrog,VSo,Gy

52-6,", 51-11,

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~6-*, ~9-15. SdCI,IU$hFFQ9,vSO,e"~Gy

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__ SdCl,II/ShfraQ,YSo.G.y-Brt

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S<lGI,I'I/ShFrag,VSo,Gy

59-74.,

SdCI,W/ShFn,q.VSo,Gy&B,,.Gy

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46-11 SdCI W/ShFrag,VSo,Gy

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40-79.

SdCl,W/ShFroQ. V$o.Bn&Cy

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... 5171. 52-11. CI.V$o,Gy ______________________

111-'

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76-87

76-88

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76-89

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76-90

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76-91

542+000

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76-92

546+000

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91-46,

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101

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40-84, 34'16.

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122-39

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22-

S[Sd,S.:o,lln

21-

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21-96; -

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21- -

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26-

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2~-100,

J1-16.

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24-101,-

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21-106,29-19,CI,$,6"

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________________________________________________________________________________________________

------------------------------------------~------------------------------------------~,-'O

NOTES)

1'1,)

OENOTES DISTURBED SAMPLES.

2_ SOILS HAVE BEEN CLASSifiED IN ACCORDANCE WITH ASm 2467-93 "CLASSIFICATION

OF SOILS fOR ENGINEERING PURPOSES (uNifiED SOILS CLASSIFICATION

SYSTEW',

CONSISTENCY OF SOILS SUCH AS SOFT, ME01UM.-;HARD, LOOSE, DENSE, ETC" ARE

RELATIVE TERMS BASED ON ESTIMATED UNDISTURBED SHEAR STRENGTH OF THE

MATERIAL AS DETERMINED BY VISUAL CLASSIFICATION POCKET PENETROMETER TESTS

AND PENETRATION RESISTANCE DURING SAMPLING.

LABORATORY CLASS[FICA TIONS;

CH INORGANIC CLAYS OF HiGH PLA5TIClTY, FAT CLAYS,

KL INORGANIC CLAYS OF LOW

MEDIUM PLASTiCiry, LEAN CLAYS_

II1L INORGANIC SILTS ANO VERY FINE SANDS, I'IITH SLIGHT PLASTICITY,

VISUAL CLASSIFICATIONS;

Bn Brown{1shl

Cole Celcq,eouS

Cloy(eyl

Dense

Frog Fragment(s)

Gray(lshl

L Loose

Ly LaYl!r(sl

Met MMe._rei

Med Medium

Nod NoduleS