APPENDIX A PIEZOCONE PROFILES · Sand Wx Sand Mix I ~ L Clay _._ _ Zana %xii " - CIsULI' Ssand lix 'aft Clay Clay 1 Clay J 0 2 4 6 8 10 Class. FR L 1 4 L 0 20 40 60 80 Blow Count

APPENDIX A

PIEZOCONE PROFILES

042

CPT-O1S APPLIED RESEARCH ASSOCIATES, INC. North 80784.9 East 55554.0 Elevation 258.2

280

270

260

250

240

230

220

210

2 200

190

180

170

160

150

140

130

12010 5

Sleeve Stress(tsf)

7

0 t00 200 Tip Stress COR(tsf)

300 400 0 2 4 6 RaLio COR(%.)

L

0 10 20 Pore Pressure(ts()

DCS, MFFF Project No. 08716

043

06/09/00

4 \

.-..

N

File 409uOO8.ECP

�1 I

�1

270 L

260

250

240

230

220 L

210 L.

180

170

160

loL

140

130

120

CPT-OIS APPLIED RESEARCH ASSOCIATES, INC. 06/09/00 North 80784.9 East 55554.0 Elevation 258.2

SI 1 'I

L

L. - -4

I I

-I I

1 1 2 3

I Fi -- 7 _ _ _

IF IF , L

II I i I

- L

L.- -, _

1 _ _ _ _ _ _ _ _

I _ _ _ _ _ _ _ _ _ _ _ _ _

2 0 20 4 600 10 2:0 Bq Fricion Ange (deg Su(s C

Fde 409u008.ECP


0

044

CPT-OIS AP North 80784.9

PLIED RESEARCH ASSOCIATES, INC.East 55554.0 Elevation 258.2

__

I260 H

I I

140- 1

130

120 , i

0 2 4 6 8 10 Class. FR

File 409u008.ECP

Cr Sand

SIOC -Clay I

Sand i

! ' Sa FineGr~

Sand Mix

_

2 Clay

soft iLL

C1Silt

Sand Mix

__ I lay

0 20 40 60 80 Blow Count (blows/fL)

045DCS, MFFN Project No. 08716

06/09/00

Ni

-4

L

K -

230.

220 H

180 i

170

160

280

270

260

CPT-02R APPLIED RESEARCH ASSOCIATES, INC. North 80635.0 East 55616.4 Elevation 257.8

I 'I 7

- ]

250

240 L

230

220

210L

2 200

190

170

160

150

1407

IBO•

"130

120' 10 5

Sleeve Stress(tsf)

1

-i

0 100 200 300 Tip Stress COR(tst)

I F

I 7

I .

, _ _ _ _ _

400 0 2 4 6 Ratio COR(%)

06/14/00

L

F.. I

- .4

0 10 20 Pore Pressure(tsf)


File 414u003.ECP

046

CPT-02R APPLIED RESEARCH ASSOCIATES, INC. 06/14/00 North 80635.0 East 55616.4 Elevation 257.8

270k

I f 260 •-

----

240 |_

230- -J

2210

7 .

1 70

.

160 -.

r

150

-7

*

140-' -'

130 -

L .

J t

120

020

40 60 0 to 20 30 0 1 2

Bq Friction Angle (deg) Su (tst) OCR

File 414u003.ECP P c4 7

CPT-02R AP North 80635.0


.1 -1

250 -

240 -

230 i-

210 -- 4

3

180 r

170 -

7.1

F II

10 100 1000 10000 Resistivity (ohm-m)

- Sand Mix

Sa Fine Cr LI

_a Fine Gr

I -I

I Sand iir

Sand Wx

Sand Mix

I ~ L Clay

_._ _

Zana %xii

" - CIsULI'

Ssand lix

'aft Clay Clay 1

Clay

J

0 2 4 6 8 10 Class. FR

L

�1 4

L


DCS, MIFFF Project No. 08716

06/14/00

File 414u003.1CP 048

7

I i

10 5 Sleeve Stress(tsf)

0 100 200 Tip Stress COR(tsf)

300 400 0 2 4 Ratio COR(7,)

280

270

260

250

240

230

220

210

2 200

190

180 '

rao

170

160

15:

'140

130

120

r,

6 0 i0 20 Pore Pressure(tsf)

049DCS, MFFF Project No. 08716

CPT-03S APPLIED RESEARCH ASSOCIATES, INC. North 80551.4 East 55700.8 Elevation 253.2

II

L..

1 1 r -1 r

I

I

06/08/00

77

i7,

File 408u0O7.ECP

r"

CPT-03S API North 80551.4


-I

24

23

180

170

26

25

130

Mie 408uOO7.ECP


270

06/08/00

050

-O -- i

4 7

0 L0L _ L

i 7

!7 ;-_

h.7

[ ,': It L

I

SI I _____,______I,_I_

0 1 2 3 0 20 40 60 0 10 20 30 0 1 2 3 Bq Friction Angle (deg) Su (tsf) OCR


'LIED RESEARCH ASSOCIATES, INC.East 55700.8 Elevation 253.2

270 L

260

250

240

L-230

220

210

180

170

160 L

150

Cr Sand

Sand

- •rSand

--a- Sand mi.

Sand Mix

• Sand ii

S;Sa 'nd Cix

Sand

. - Sand •i ii

Sa ine Or

Sand .Mix

- Clay

SCI Silt

140

0 2 4 6 8 10 Class. FR

L

Ble 408uOO7.ECP

DCS, NSW Project No. 08716 051

06/08/00

F

0 20 40 80 80 Blow Count (biows/ft)

L

CPT-04R North 8046

APPLIED RESEARCH ASSOCIATES, INC. 5.4 East 55320.8 Elevatio

280

270

260

250

210

200

190

180

170

160

150

140 -



I _•

L

1L1 ii}

-I -4 I I l

_ i _ _ _ _ I

300 400 0 2 4 6 Ratio COR(%)

V


File 417u002B.ECP

DCS, MFFF Project No. 08716 052

06/17/00n 272.6

240

230 -

0

130

120

L7e•J¢)N

CPT-04R API North 80465.4


27o0 " F

260

250

240 K 230

220

2107

190

160

150

140

130

120 0 1 2 3

Bq

File 417u002B.ECP

I I

iFi S- -L

3JL

I. " : 7 -7i

0 20 40 60 0 10 20 30 0 1 2 3 Friction Angle (deg) Su (Itsr) OCR

DCS, MFFF Project No. 08716 nl

06/17/00

53v

CPT-04R North 8046

270

260

250

240

230

210

" 190

170

160

150

140

130 1.

120 10 100 1000 10(

Resistivity (ohm-m)

1

.4

APPLIED RESEM 35.4 East

' i i

•_ F'; Sand

Sand Mix

-i Sand

I -J ,,-JSand 1hz

Sand*

- Sand Mix I

* Clay

L. Sa Fine Gr [

I Sand•hix

S•Sand Mix

jSand Ii

Sand j

= I Si Clay

-J i Sand

L. Sand Mix

Clay

0 2 4 6 8 10 Class. FR

•RCH ASSOCIATES, INC. 55320.8 Elevation

Ni r

r-

7

0 20 40 60 80 Blow Count (blows/ft)

File 417u002B.ECP


06/17/00272.6

054

I ' '

r I



<~- 280

270 -

260

250

240

230 -

210

200

190

180

170

160

150

140

130 I

120 10 5

Sleeve Stress(tsO)0 100 200 300

Tip Stress COR(Lsf)

* I

I L

400 0 2 4 Ratio COR(%)

I.

-L

6 0 !0 20 Pore Pressure(tsO)

File 408uOO4.ECP DCS, MFFF Project No. 08716

06/08/00

0.

055

I

CPT-05S APPLIED RESEARCH ASSOCIATES, INC. 06/"08/00 North 80499.7 East 55478.5 Elevation 264.5

270- -

260 - -,

250 - -

240 r-

230 -

220

210 ?

190 - [

'80 jjjjZL

170- _ J L

160 --

1 -5 0

140_ ir

130 -- 2;--.

120 I I________l__, i 0 1 2 3 0 20 40 60 0 10 20 30 0 1 2 3

Bq Friction Angle (deg) Su (tsf) OCR

File 408uOO4.ECP DCS, MIFFF Project No. 08716 0 5 6

CPT-05S AP[ North 80499.7

LIED RESEARCH ASSOCIATES, INC.East 55478.5 Elevation 264.5

270 7

260

250

240

230

220

210

II

- Sr and

oc

Sand

Sand 1Mx

Sand

* Sand Mix f

Ci silt

siClayi

I Sand Mdix

Sand

Clay

I • iClay

,- ., • la

7- Sand Mix

- *_• - Si Clay

- Clay - I

010

Class. FR

I -i

F -i

K 1

0 20 40 60 80

Blow Count (blows/tt)

057File 408u004.ECP


061'08/00

180

170

160

150

140

130

120

i ! F i

'• 280,

270

260

250

240

230

220

210

O 200

190

180

170

160

150

140 1

130

1200 100 200

Tip Stress COR(tsf)

II

300 400 0 2 4 6 Ratio COR(%)


!!1 I

1* 1

2 2

L 7- 7 •

I I

-, F, -4

47j,

File 415uOO0V1CP DCS, MFFF Project No. 08716 058

06/15/00

F

H F

I .



CPT-06R APPLIED RESEARCH ASSOCIATES, [NC. North 80470.7 East 55633.2 Elevation 256.9

270L 1? - I r -- -

260 L

250

240 - i.I iF

230 L f 220 J~ 410H L

19 . --. 2 - I'

160 L L~;

170 LL

160- I

K;

it I

150 . _

140 l- . ~

Li

0 1 F0 r2 3 0 Su 4 61 2 3

Bq FrcinAnl1dg)S t

File 415uOO2.ECPDCS, MFFF Project No. 08716

06/15/00

1 2 3 OCR

059



270 L-iF

260

250

244 I L

220

210 -

180

170

160

150

140

130

12010 100 1000

Resistivity (ohm-m)10000

I-.

F

Sand a Sand.

Sand

. SandMix

Sand I

Sand Mix

cl Silt

Sand

I Clay

Sand Mix I

Sa Fine Gr

.. Sand Nix

Clay

Cl SilL

I - I I , I I

0 2 4 6 8 10 Class. FR

K

-r

I- -J

.z.�

V H

H

2

I i I I i 0 20 40 60 80

Blow Count (blows/ft)

File 4,5o002.ECP DCS, MFFF Project No. 08716 0 60

06/15/00

CPT-07R AP North 80438.0


280

270

260 -

250

240 F

23u

220 :I

210

0 200

190

180

170 L

160 L

150

140

130

12010 5

Sleeve Stress(tsf)

I

-I

-i

0 100 200 300 Tip Stress COR(tsf)

-A

'I

i7

rI

4I

_4 L

400 0 2 4 6 Ratio COR(%)

I7

K


File 419u001.ECP DCS, MFFF Project No. 08716

06/19/00

061


270L- _ _ _ _ _

260L- - j

250'" ' I

- 1 ,. I I 240 r' •

230k Lj

22o- L- - -

210 I

Lf i

170

150 140 F- - - 1 - • -• •

130

120V

20 1' 2 3 0 4 0 0 1 0 3

iF ¼

130 . :I

12 'II I _ _ _ _ _ _ _ _ _

0172 30 20 40- "00 10 20 30 1 2

Bq Friction Angle (deg) Su (tsf) 00~

File 419u001ECP) DCS, NMFF Project No. 08716 06 2


270

260

250 .

24o 0

230 '-

220 K

210 La -1

-i

-i *1180 1

170 L

160

150

140

130 F-

120 I .. . . . . .I I

10 to0 1000 10000

Resistivity (ohm-m)

L

*I

PLIED RESEARCH ASSOCIATES, INC.

East 55228.2

Gr Sand

Sand

Sand Mix

7 Sand

-,Sand Mix

Sand Vix

Sand

-- i Sand Mix

ISand LL

7 Cl Silt

4Sand Mix SSa Fine Gr

SClay i

Sand MYix

I . I , I !

0 2 4 6 B 10 Class. FR

Elevation 280.2

L~~

L

L i


File 419uOOl.ECP DCS, MEFF Project No. 08716

06/19/00

063

L

CPT-08S North 8


APPLIED RESEARCH ASSOCIATES, [NC. 0393.7 East 55329.1 Elevation 273.0

7 7 7

0 100 200 300 400 0 2 4 Tip Stress COR(tsf) Ratio COR(%)

2028o

270

260 r

250

240 H

230

230

220L

210 L

.0 200 .

190 I

170I

160L

150

140

130 L

i

12o L

I 1 6 0 10 20

Pore Pressure(tsf)


06/02o/00

L

CPT-08S APPLIED RESEARCH ASSOCIATES, INC. 06/02/00North 80393.7 East 55329.1 Elevation 273.0

I I

270k

260 •

250

S~4 240

230 L

210

"5"-

190

180

17o0

160 1

150

140

130 -4{ 120

0 1 2 3 0 Bq

J 7

Ž'

- ! !1

I ii(

~~.J

3 77

-7

I L 20 40 60 0

Friction Angle (deg)

i-Z

LZZ� -

I I

10 20 30 0 1 2 3Su (tsf) OCR

File 402u004.ECP DCS, MFFF Project No. 08716 06S

.7

J

i

-4

I

CPT-08S North 8039


OC - C:ay -.

250 ý-

240 I-

230 1-

220 L

210

170 O

160 '-

260 _

140 '

130 F

H

�1

-j

-J

=

L_

r

2

r a.

Sand Mix

Si Clay

Si Clay

Sand

0 2 4 6 8 10 Class. FR



270 V

06/02/00n 273.0

Sand

SSand Mix

Sand Mix Sand

Sand Mixj

- Sand

SSi Clay

Sand Mix Sland

Sand Mix

Si Clay

Sand Mixf -I

$a Find a I

ISand Mix I

150-

120

Fite 402u004.ECP 066

CPT-09R APPLIED North 80394.0

'I i


0 100 200 Tip Stress COR(tsf

280

270

260

250

240 L

230

220

210 1

o 200

>

S190L

180 I

170

160

150

140

130

120

300 400 0 2 4 6 0 10 20 Ratio COR(%) Pore Pressure(tsO)

File 420uoo5.ECP DCS, MFFF Project No. 08716 067

RESEARCH ASSOCIATES, INC. East 55445.7 Elevation 266.2

i1 ,

[.

2 I

-7

-44

I I-

06/20/00

7


II I 270' -I.

260

250 _ F F

I I 240k

23022 Lii

210~ 320I L ..

190 - _ _ _

180

170

S* I- - -Ka~"-5--- - • 160- - 4 '-

t i , 140=

130 -IF 120 I I r

0 1 2 3 0 20 40 60 0 to 20 30 0 1 2 3 Bq Friction Angle (deg) Su (tsO) OCR

File 420-005 1CP DCS, MFFF Project No. 08716 0 6 8


Ii

27 L

Cc CSand I 260 - -

oc

250 7 - Sand

Sa FinesC•Il

230

Sand Mix

220k- -.

f __ _. 21o0Si

: Sand lie •" • _• C1 silt :

190 .

l80~- Clay

170- L- "Sad W_

I I I 160

ioi---i- -,s,--

150, Clay

Clay

140 IL'

120'

10 100 1000 1000 0 2 4 6 8 10 0 20 40 60 80 Resistivity (ohm-m) Class. FR Blow Count (blows/ft)

File 420u005.ECP DCS, MFFF Project No. 08716

06//20/00

069

280

270

260

250

240

230

220

210

. 200

190

180

170

160 '

150

140

130

120

CPT-IOR APPLIED RESEARCH ASSOCIATES, INC. North 80406.7 East 55527.1 Elevation 261.9

LL

• -4 i

j77

4 i I .i

-! A

-i F

_I



300 400 0 2 4 6 Ratio COR(%)

06/20/00

10 20 Pore Pressure(tsf)

Pile 420uOO1.ECPDCS, MFFF Project No. 08716 070

CPT-1OR APPLIED RESEARCH ASSOCIATES, INC. 06/20/00 North 80406.7 East 55527.1 Elevation 261.9

* I ,

260-1-"

250- 7, _ _ __ _ _

230L

i r

210I I

7

go9~ L2L -4 L

180P

170 ! L

160 7 -

. I L I i•

150 rJ

140p ~I

230K -1 - 1 __ _ _ _ _ _ _ _ _ _ _ _

00 20 40 600 10 -20 300 1 2 3


File 420u001.ECP DCS, NEFF Project No. 08716 0 71

CPT-1OR API North 80406.7

A


I1

260 F-

250 I-

240 F-

230 IL

220 I-

210 -

180 1-

170 '1-

160 -L

150 -

140 H

130 '-

120 t . ý . I - .I . . . . .J to to0 1000 10000

Resistivity (ohm-m)

L

r

Gr Sand

0C

~ Sand:

Sa Fine Cr

Sand

Sad1 i

Sand Mix

Si Clay I

Sand Mix

Cay

*Sand Mix

Clay

0 2 4 6 B 10 Class. FR

I- •

i



270

06/290//00

File 420u001.ECP 072

I "N

CPT- I IS APF North 80394.0


280

270

260

250

240 7

230 L

220

210

.* 200

190

180 I

170

160

150

140

130

120

-I

-1

-1

-1

I j



I I?

L

H

400 0 2 4 6 Ratio COR(%)


File 402uOOl.ECP


06/02/00

I i i

270

260

250 •

240

230

220 1

210 L

180

170

160

150

140

130

120 0

File 402u001.ECP


CPT- I IS APPLIED RESEARCH ASSOCIATES, INC. 06/02/00 North 80394.0 East 55624.1 Elevation 258.5

. -4 -

L

7 i

... , - I

I I

L - 2 L .L

.. I I , - i _

-•- - -,

1 2 0 4 0 0 1 0 3

- Ff

1!!

II I

L

1 , 1 2 30 20 40 60 0 10 20 30 0 1 2 3


074

CPT-11S APPLIED RESEARCH ASSOCIATES, INC. 06/02/00 North 80394.0 East 55624.1 Elevation 258.5

270 L 260 [-_

250 •

240 F 1 Sand~

11L

Sand Mdix

210

Sand Mi [

Si Clay

Sa Fine Grf

170 I Sand" i M ix

. I Clay

j. 4

140

130 -1

120 0 2 4 6 8 10 0 20 40 60 80

Class. FR Blow Count (blows/It)

075 File 402u001ECP


CPT- 12R APPLIED North 80373.1

T-

to 5 Sleeve SLress(tsf)

0 100 200 Tip Stress COR(sf)

"280

270

260

250 F

240

23,0 !F

220

210

0200

>

190 L

180

Fl0

160

1150

140

130

,2o L300 400 0 2 4 6

Ratio COR(%)

Me 323uOO3.ECP DCS, MFFF Project No. 08716 076

RESEARCH ASSOCIATES, INC.

East 55747.5 Elevation 254.5

*

- 4

-i

-4

L

iK

=11 7K.

06/231/00

L7 r-

1 L

I.


CPT- 12R APPLIED RESEARCH ASSOCIATES, INC. 06/23, 00

North 80373.1 East 55747.5 Elevation 254.5

270 L -;

260

250-- " -

230 -' - r i

220 , _

170

1 L

-. _ I:_ .

10 . -2 3 -0 2

140;- 4K --•

130 L L :-

120 I i I

I I _o_ _-_ _-_ ___ ___ __

0 1 2 30 20 40 60 0 10 20 30 0 1 2


File 323u003.ECP DCS, MFFF Project No. 08716 077

CPT- 12R APPLIED RESEARCH ASSOCIATES, [NC.


I L

10 to0 1000 Resistivity (ohm-m)

10000 0 2 4 6 8 10 Class. FR

270

F

260 L

250

240

230

220

210

190

160

170

160

150

140

130

120

06/23/00

-41 -- 4

0 20 40 60 80



-I

IL

1-

FiLe 323uOO3.ECP 078

-i i I

CPT-13S APPLIED RESEARCH ASSOCIATES, INC.


300

290 F

280

270

260

250

240

230

S220

210 L

200

190

180

170 Lt

160

"150

14o 0to 5

Sleeve Stress(tsf)0 100 200

Tip Stress COR(tsf)300 400 0 2 4

Ratio COR(%)

F7

F -I

F! Li

6 0 10 20 Pore Pressure(tsf)


06/05/00

File 405uOO5.ECP

079

CPT- 13S APPLIED North 80262.2


280 1-

270 I-

250 I-

240 1-

230 1-

200

,oL

170 -

160 -

0 1 2 3 0Bq

K I 2

7;

1320 40


II,�

I 4 I-

F> L

h�z�

60 0 10 Su (ts!)

-Ii

-i

I

1

-4

L

L

7

20 30 0 1 2 3

OCR

File 405uOO5.ECP 080 DCS, MFFF Project No. 08716

06/05//00

CPT-13S APF North 80262.2


2'90 C a

Sand Mix

_rL !8 0Sand

_ Sand Vix

I - Si Clay '70 L SaFine ,

I Sand

!60 J Sand Sit

" Sand Mix

Sand

250

K -i

240 i Sand .Yix

230 Sa

SSand Mix Sand V

SSand Mix

200 h -- -4 il

, =M

Sand Mix

-7-i ___ , 190

180-L 1 SaSine.ri

160L ~ Sand Mix

150 r

"I #~Clay

140 Clay 0 2 4 6 8 10

Class. FR

File 405uOO5.ECP DCS, MFFF Project No. 08716 081

06/05/00


2

CPT- 14R North 8029

APPL[ED RESEARCH ASSOCIATES, [NC.

2.7 East 55330.8 Elevatio.

280

270

260

2 5 0

240 r

230

220 L

210

. 200 L

190

180

loL

170

160 "

t40

130 I

120to 5


Tip Stress COR(tsf)

afl0 400 0 2 4 6

Ratio COR(%)

-J

"! 1"

4I

-i

I I - /

I I

j L


06/19/00n 276.0

Fite 419uOO8.ECP 082

7

0 t0 20

Pore Pressure(tsf)

270

260

250

240

230 L.

830

210

1ý9. L

160

170

160 !

150

140

130 L

120 0 1

Bq

083

CPT- 14R APPLIED RESEARCH ASSOCIATES, INC. 06/19/00


I ______

L L

I I.

-I I

1K I -t

iLK

1

-, i I

.~i i

I I

2 3 0 20 40 60 0 10 20 30 0 C 2 3 Friction Angle (deg) Su (tsf) OCR

File 419uOO8.ECP


CPT- 14R North 8029

APPLIED RESEARCH ASSOCIATES, INC. 2.7 East 55330.8 Elevatioi

06/19/00n 276.0

270 -

260 1-

250 -

240 1-

210 -

I 7

71BO I-

170 I-

180 -

10 100 1000 Resistivity (ohm-m)

10000

Sand

H

2

L 1=

4 4'

Sand Mix

Sand

Sand Mix

Sand

Sand Mix

Cl Silt

Clay

Clay

Sa Fine Gr

Clay

Sa Fnd Gi Clay

Clay

Sand Mix

CI Silt Sand Mix Cl silt

Sand Mix

Clay

Clay

0 2 4 6 8 10 Class. FR

1-1 L

7 -'

-I

F F i



230

220

150

140

130

120

File 419u008.CP 084

iI

CPT-15R APPLIED RESEARCH ASSOC[ATES, INC. North 80295.0 East 55462.7 Elevation 269.1

''1


DCS, MIfFF Project No. 08716

06/22/00

1

270

260

250

240 I_

I

230

220

210

2200

190

180

170

160 '

150

140 7

130

120

085

0 !0 20 Pore Pressure(tsO)

0 t00 200 300 400 Tip Stress COR(tsf)

File 322uOOt.ECP

CPT-15R APPLIED RESEARCH ASSOCIATES, INC.


I I

270 1-

260

250 I-

240 r-

230 L

A

I

180

170

160

0 1 2 3 0 20 40 Bq Friction Angte (deg)

60

L

0 10 20 30 Su (tsr)

h I1

H I I4


06/22/00

220

150

140

130

120

File 322uOOt.ECP 086

I

I-

r

0 1 2 3 OCR

:F

APPLIED RESEARCH ASSOCIATES, INC.


270

260 1-

250 I-

240 I-

230 I-

220 F-

190

18o0

170

160 1

150

140

l3

O

130 -

120. to 100 1000 10000

Resistivity (ohm-m)

Sand

L.

I.

[E

-i

V

L

0 2 4 6 8 10 Class. FR

"OC

Sand

Sand Mi Sand I

-- SandMix i

Sand 'I

Sand Mix

3 ann aRi SSand

-Cl Silt

i Clay

Sa Fine Gr

_ Si"la

Sand Mix

-1 I a Finc G I

- Clay

SSandMix a

Sand Mix

J Clay

SSi Clay

File 322uOOt.ECP


CPT- 15R 06/22/00

087

i I

: L

o 20 40 60 80 Blow Count (blows/ft)

IF

CPT- 16S North 8028


1.0 East 55628.6 Elevatio

280 ,

270L

260

250

240 r

230

220 L

210 ~ -'I

.2 200

go L

S190 L

180

170

160

150

140

130

120 -

10 5 Sleeve Stress(Ls0)

0 t00 200 Tip Stress COR(tsf

I

300 400 0 2 4 6 Ratio COR(%)

0 10 20 Pore Pressure(Lsr)

File 408uOOIB.ECP 0 88 DCS, MFFF Project No. 08716

06/08/00n 260.5

II

T

K!

K

r

I

t1

I I 4 i


I r 270k I i

260 - -,

250i 1 L iJ

240 i 'I ii _ 4 - -

220 L

Ii '

I I 80 -

2170

j '

160 r -i 1 150[,- If- I

140 -.

, I L,

130 - -K 4

160- ij

120

0 1 2 30 20 40 60 0 to 20 30 0 1 2 3 Bq Friction Angle (deg) Su (Lsf) 0CR

089 File 40BuOOB.ECP




260 ' Gr Sand

oc 25o L Gr Sand

OC Sand

240 ' -.. ~---- Sand

230 -- - Sand

CI Silt 220

Clay

21-

I Sand 4ix

0.

St _1Sand 190 [ ad)i

I Clay

* Clay

180 -Sand Mi -7 Sand

I I

170 - Sand ixi

160

Clay

150

140- Sand

130 7

120 0 2 4 6 8 10

Class. FR

I-4 --I

-i

I I Ii


File 408uOOlB.ECPDCS, MFFF Project No. 08716

06/08/00

090

CPTIN

280

270L

260

250

240

230

220

210 r

.200

190 L

180

170

160

50

140

130

120 10 5

Sleeve Stress(tsf)

17 APPLIED orth 80259.4

7

0 t00 200 Tip Stress COR(tsf

300 400

L!

0 2 4 S Ratio COR(%)


-AL

-L

--. -

DCS, MFFF Project No. 08716File 410u0018O.CP

091

06/t.0/00

---2L

0 *. 2C Pore Pressure('sf)

270

260

250

240

230

220 1

210 t-

CPT-1t7 APPLIED RESEARCH ASSOCIATES, INC.


F I

<I

Fi

it L

' 44L -:-

190

180 -1

170

160

150

140 r

120 'I 0 1 2

Bq

"-- I

0 20 40 60 FricLion Angle (deg)

I7 -1

-I

I

L>- -i 'S4

0 1o 20 30 Su (tsf)

K

lI

K._

06/10//00

0 1 2 3 OCR

092File 410u001B.ECP


3

APPLIED RESEARCH ASSOCIATES, INC.North 80259.4 East 55747.7 Elevation 255.9

270

260 "

25 Sand

OC - Clay I

oc

240 J OC - Clay

2ao ) , Sand ' I m

230k Sand

220 S-ai s i Si Clay

i. Clay

210 "Sand Yi

Sand Via

Clay

160 Si Clay

C1 Silt

170 Sand Mix

Sand Mixi

160- Clay

150

140o

t30 I-.1

120o 0 2 4 8 8 10

Class. FR

File 410uOOIB.ECP

;71



CPT-17 06/10/00

-4

CPT- 18R APPLIED North 80192.1

RESEARCH ASSOC[ATES, INC. East 55405.9 Elevation 277.0

260

250

240

230

220

210

,a

.0 200

190

180

170

160

150

140

130

120 L

to 5 Sleeve Stress(tsf)


-- 4

I J

- ~ I

-1

I

-I

300 400 0 2 4 6 Ratio COR(%)

280

270

File 322u005.ECP


I

L

0 t0 20 Pore Pressure(tsf)

06/22/00

094

CPT-18R APPLIED RESEARCH ASSOCIATES, [NC. 06/22/00


_ ( J'

270 ~

260• , -7

250 • - -

2 -o Iz -H-i

240- L

230-L

220 i

ii ?l i =***.-4 -- -4

io

150 --

140 7- -

U 4I 130 '- - i _

'I

, I

120

0 1 2 3 0 20 40 60 0 10 20 30 0 1 2 3


File 322u005.ECP 5



270 K 260L

I240 I-

230 F-

220 I

210 I-

170

160 >

150 L

140 1

130 1

120 to 100 1000 10000

Resistivity (ohm-m)

Sand

Sand Mix -I

Sand7

L_

- I

-I

Sand Mix

Clay

Sand Mix

Sand MIx Clay

Soft Clay

Si Clay

Sand Mix 7

0 2 4 6 8 10 Class. FR

I I I i

DCS, MFFF Project No. 08716File 322uOO5.ECP 096

06/22/00

L

7 i

hi

7 :


I Sand Mix

Sand

CPT -18R

CPT- 19S APPLIED RESEARCH ASSOCIATES, INC.


280

270

260 1

250

240

230

220

210

.o 200

190

180

170

160

150

t40

130

120

0

I


0 t00 200 300

Tip Stress COR(tsf)

--4

40

0 2 4 6 Ratio COR(%)

0}97File 403uOO2.ECP DCS, MFFF Project No. 08716

06/03/00

i7

IL

0 10 20 Pore Pressure(Ls{)

270 1

260

250

240 L

230

220

210

190I V i80 L

170

160 "

150

140

130

120 0

File 403uOO2.ECP 098DCS, MFFF Project No. 08716


L 7

II

! 7

( L

i ! ;

1, 2 0 4 0 0 o 2 0 012 3*

Fi A

IL

IL I

2 • 3 0 20 40 60 0 10 20 30 0 1 2 3 Bq Friction Angle (deg) Su (tsf) OCR


27o -- Sand

S; oc

260:

2oL 240F

230 - Sand Mix

9210

-~ I SClay

Sand Mix

i $and Vix

41 t60 - -]

Sand 'dx I

170- JClay Sa Fine Gr

16o -L Sand Vix

150

1--0

130 - i

1201 .

0 2 4 6 8 10 Class. FR

File 403uOO2.ECP

0 20 40 60 80



06/03/00CPT- 19S

6

-�

-4

K

7

L -1 _________________________ I

i [

I

CPT-20R ..,APPLIED North 8021f. 3


"•280,

270

260 "

250

240

230

220

200

.o 200

190.

18 0 ý7

170

160

150

140 L

130

120 L


-7

+


400

iJ L

L

ri

0 2 4 6Ratio COR(%)

L

F i

IL

"0 0 20 Pore Pressure(tsf)


06/22/00

File 322uOO3].ECP



r

270

2 I L II

2 70 1- -2 K -- • a~ 1 EL

< iI

2 4 0 iI, / I

230

I ii L I i i 220 9 --

210 I-,•

I I n ,

190

180 -

-••

1 r I -r "-- "

160 rI

150-1--

140I

IN i 130- II I I

1201 i i _____,_ _:____

1 2 3 0 20 40 60 0 10 20 30 0 1 2 3 Bq Friction Angle (deg) Su (tsf)

OCR

File 322uOO3.ECP DCS, MFFF Project No. 08716 1 o 1

APPLIED RESEARCH ASSOCIATES, INC.North 80211.3

270 L

260 -

250 i-

240 -

East 55.

2 �- -4

Sand I -�- -�

I CrSand Sand

230 '1-

220 F-

180

170

160

150 -

140

130 r

120 . 100 1000 10000

Resistivity (ohm-m)

Sand i

Sand Mix

S Sand

S Sand Mix

Clay

i Sand Mixi

- 4

Si Clay

Sand •x

air-- Fine Or

Sand Mix

F1

0 2 4 6 a 10 Class. FR

570.4 Elevation 266.9

IF

77

F •,

L~

V -I

I



CPT-20R 06/22/00

File 322uOO3.ECP

CPT-21 North 8014

APPLIED RESEARCH ASSOCIATES, INC. €8.4 East 55060.1 Elevatio

'• 300

290

280

270

260

2 50

240

230

o 220

210

200

190

180 L

170

160

150 L

140.

7*


./

!! I


1 Wi 400 0 2 4 6

Ratio COR(%)0

Pore Pressure(tsf1


06/ 12/'00n 295.4

!03.File 412u004.ECP

CPT-21 APPLIED RESEARCH ASSOCIATES, INC.


I I I i '

2G 290 K i-1 -r i --

28o- L - I I -

27 0 L

260 ¶ I L 1 250 --- 4

240k 4L

230'- L

L i 1

z~o L

"190 7

,

1601

150 -

140 0 6- 0 3 20 40 20 300

Sq Friction Angle (deg) su (tsf)

File 412uMO4.ECP DCS, MFFF Project No. 08716

o6/12/oo

I7

2 3 OCR

104

CPT-21 APP North 80148.4


280

270

260

250

240

230

Ii

S ! Sand

S~ Sa Fine Or

SSand

L Sand Yix

Sand Mix

Sand

IISand Mix

,_jSand

Sand Mix

5- -. CýIflt

clay

L a mte f,

-' I

S SandMi

.. ay

- jSand Mix

-~Clay

Clay

-- I

SSi Cla

; L (Sand Mix

" 2 4 6 B 10 Class. FR

File 412uOO4.ECPDCS, MFFF Project No. 08716

06/t2/00


200

190

150

140

1 05



300

290

280o

270

260

250

240

230

2 220

>1

210

200

190.

180 L

i

170

160

14 L 140,-

t0 5 Sleeve Stress(tsf)


L

L.

- L.

* )

- F

I

A

i_________

6 0 2 PoePesuetf

106 DCS, MFFF Project No. 08716

06/12/00

File 412u007.ECP

290

280

270

260

250

240

230

0

210 i

200

i g 190

180

170

160

r

140

Bq



- i- _- _'iJ -T --- ]_i ?[}: "

-ii L

7 I

i i

-i

_i _ -- i

ILi

iLi

,._ -4 --

2 3 0 20 40 60 FricLion Angle (deg)

G 10 Su (tsf)

20 30 0 OC 2 OCR

107File 412uoo7.ECP DCS, MFFF Project No. 08716

06/12/00

CPT-22 APPLIED RESEARCH ASSOCIATES, INC. 06/12,/00


290

280

270

260

250

240

230

210

200

190

180

170

160

150

140O 2 4 6 8 10

Class. FR0 20 40 60 80



CPT-23S APPLIED North 80088.9


270

260

250

240 4

230

220 L

210

o 200

>

190

180 L

170

160 7

150

140

130 L

120 t0 5

Sleeve Stress(tsf)

-i

-V

--4

I I I

0 t00 200 300 Tip Stress COR(tsf)

400 0 2 4 Ratio COR(M)

F

�1

�16 0 1O 20

Pore Pressure(tsf)

109FiLe 406uOO3.ECP DCS, MFFF Project No. 08716

06/06/00

II I I

270

260

250

240

230

220 1

210

190

180

170

160

io

150

140

130

120


CPT-23S APPLIED RESEARCH ASSOCIATES, INC. 06/06/00


_ LL

1Ž

--

II I

~1

.-1 i L!

SII

* r

> >-

H -

I-

:

--

[. d

I

I F

2 3 0 20 40 60 0 10 20 30 0 1 2 3

FricLion Angle (deg) Su (LsO) OCRSq

File 406u003.2CP



270 -27-t OC - Clay

Sand Mix

26 0 -' . S ad

ij~ 250 [ .

0 Sand lix

240 - -j Sand

Si Clay

230 Sand Mix S, Sand

L0 " Sand Mix

210 ! _._..Sand

210 L L-a ineCr

� �, Cay

*11

"190 ',-ay

18 ISand Vix

Clay

170 _

Sa Fine Gr

160 S Sand Iix

150

140

130

1201 . 2 4 6 8 10

Class. FR

File 406u003.ECP



CPT-23S 06/06/00

,111

CPT-2• Nc

SN..' 250

270

260o..

250 1

240

230

220

210

.2 200

190

180

170

160 L

150 L

140

130

120 to 5

Sleeve Stress(tsf)

4 APPLIED RESEARCH ASSOCIATES, INC.

)rth 80115.0 East 55548.5 Elevation 272.6

r -J Si !j I L

-4

�1 I

F.m

I.

1---

-4

I I0 100 200 300

Tip Stress COR(tsf)

I- -4

10 0 2 4 6 Ratio COR(%)

File 4lOuOO3B.ECP DCS, MNFFF Project No. 08716

06//[10/00

L

0 1 2

Pore Pressure(tsf)40

CPT-24 APPLIED RESEARCH ASSOCIATES, INC. 06/10/00


I

270 L

260

-t

250- L

No L 240 - -i K- ,

230-0

220

?210 7

ii

I K

*"'I I

167

190 ---

jrO Liu 180 - '2

:

Io -- 4 _ -

160 - - Ii '

150 -i [ -

140

71 i i.

140 L - - -

I H 130

120 1 _ _ _ _ . I i I I

S1 2 3 0 20 40 60 0 10 20 30 0 1 2


File 4l0u0O3B.ECP DCS, MNFF Project No. 08716 1 13



270 •- OC¢ ] • _ 270

Sand lix

- 0C

' c -Clay cl 260- L_____

250 lSand Mix

I Sand Mix

240- I Sand .

I7] Sand qix

230- Sande V-r

220a -Sanjer

_- • Si Clay

211 0Clay

190;-

170L l7 I -II

" ~I

160--I

150

' 1 140 J--~

130 •-

120 2 4 6 8 10 0 20 40 60 80

Class. FR Blow Count (blows/ft)

F4 K

LJ..3,ivxrfU~ .VJ

].J I.vJ.LI .rr " V~J~ -ý .' t . .",.

CPT-24A APPLIED RESEARCH ASSOCIATES, INC.


' I ,

II . _2 •.'-

1o 5 Sleeve Stress(tsf)


06/10/00

S 280

270

260 L

250 r

240

230

220

210

190

180

170

160

!50

140 L

l9o L

12o L

i L 4 2

I K - -7

400 0 2 4 6 Ratio COR(%)

L

-4


1 11File 410uOO5.ECP DCS, MFFF Project No. 08716

I.

CPT-24A APPLIED RESEARCH ASSOCIATES, INC. 06/10/00 North 80115.0 East 55548.5 Elevation 272.6

270 ...

260 H - "- -•

250 ," -!

--I- - I I

230 _, t -J -- -

2110 I "

W!

190 - 7

170 "- "

I/ I

150 -

1401

130

120 I I

1 2 3 0 20 40 600 10 20 30 0 1 z 3



CPT-24A APF North 80115.0


270I

260

250 F

240 I

230 H

210 F

F180 1-

r

7

,-.3

I-

SSand

1 C

Sand

Sand Mix

Sand

Sand Mix

Sa Fine Gr

Sand Mix

Sa Fine Cr

Sand

Clay

170

16 - L Sand Mix

150. r 1Clay 140 L1

130

120 1 1 n• 2 4 6 8 10

Class. FR0 20 40 80 80



I 7

06/1 0/00

\,--/ i . , I

CPT-,

28G

270 7

260

250 "

240

230

220 K

210F

0200

190'

180

170

160

150

140

130

120 t0 5

Sleeve Stress(tsf)

25 APPLIED RESEARCH ASSOCIATES, [NC. [orth 80104.7 East 55621.7 Elevation 268.9

LJ -4 1

17

1I 1*

0I I , I


400

Fi

0 2 4 6 RaLio COR(%)

File 412uOOL.ECP DCS, MFFF Project No. 08716

06/12/00

L

o 20 Pore Pressureksf)

118

CPT-25 APPLIED RESEARCH ASSOCIATES, INC. 06/12/00 North 80104.7 East 55621.7 Elevation 268.9

270 ~

260 >'

I 4.

S i250

240 j- iL

230K , - -4 -i

220k 7

I I 210

r" q

190 L 2

1,

170

160-.

150 -1

1401 13iL

130

2 30 20 40 600 10 20 300 1 2 3 120 - -sf)

Hq4Frctio-An-e (dg) S

S11 9DCS, MFFF Project No. 08716File 412uOOI.ECP



I t I 7

220

Sand

I DC -CIay

I Sand Mix

-i DC - Clay

Sa Fine Cr

Sand Mix

Sand I

Si lay

Sand Mix

1

-J

Sad i SanI RA

170

160 i-

150 7

140

130I

120 2 4 6 8 10

Class. FR0 20 40 60 80



06/12/00

120File 412uOOI.ECP

CPT-2

280

270

260

250

240

230

220 <

2t0

S200 L

190

180

160

150

140

130

120 10 5

Sleeve Stress(tsf)

6S APPLIED 4orth 80116.2


RESEARCH ASSOCIATES, [NC. East 55726.7 Elevation 261.9

I'

-i

-I 'I

L

2

6 0 :0 ,.C Pore Pressure(tsf)


06/06/00

File 406uOOt.ECP

CPT-26S APPLIED RESEARCH ASSOCIATES, INC. 06/106/00

North 80116.2 East 55726.7 Elevation 261.9 \'"•K I I I !

270 L 7

260 I I I__ _ _ (f

250.

240 II,

230- - I

220 L

190 -- -

-L.

H7 210

-, 190- L

iaoi . 1

170F 2L

I i L

120I

,

1 2 3 0 20 40 60 0 t 20 30 0 1 2 Bq Friction Angle (deg) Su (tsf) OCR

File 406uOOt.ECP DCS, MIFFF Project No. 08716

CPT-26S APPLIED RESEARCH ASSOCIATES, [NC.


270

260

250

240

230

220

210

F

L

F

I I

. j=Sand Jix

A901

Clay

i j Sa Fine Gr

170'- Sand 'dix

160 I I Clay

Sen Clay

Ci SiLt

140 - -

130

120

2 4 6 8 10

Class. FR

File 408u001.ECP

0 20 40 60 80 Blow Count (blows/Ift)

06/06/00

DCS, MM Project No. 08716123



270

260

250

240

230 1

220

210

.io LO •

.0 200

190

180

170

160 L

150

140

130

120 L10 5


Tip Stress COR(tsf

280

i2

L

+ F

I

- - -1

300 400 0 2 4 6 Ratio COR(M)

DCS, =FFF Project No. 08716

L

S

IL


06/'22/ 00

124File 322uOO8.ECP


270T ._ _

260r t I

V i

220 Lc

I I

210

160 -__4K

170 - •

160

150 -:7

140

130

120 I ,_l_,___,___,___,___I_____ , 1 2 3 0 20 40 60 0 10 20 30 0 1 2 3


K> 125 File 322uoo8.ECP DCS, MYFF Project No. 08716

CPT-27R North 8000


260 I-

250 H-

240 I-

220 I-

210 -

180 "

170

160LI

150

140 L

130

120 100 1000 10000

Resistivity (ohm-m)

L

I-

0 2 4 6 8 10 Class. FR

SI I I ir

L.-J

"-1

.I

-1



06/22/00n 277.5

126File 322uOO8.ECP



280

270

260 ~

180

170 L

160

t50



- 1

U .q

400 0 2 4 6 Ratio COR(%)

0 to Pore Pressure(tsO)

20

File 43lyOO6.ECP DCS, NFFF Project No. 08716 127

05/3 ,/00

250

240

230

220

210

.£200

190

140

130

120

CPT-28S APPLIED RESEARCH ASSOCIATES, [NC. 05/31/00


I I

270 Ll L

260

25oL L

i i _i 240H -

230k 7

220 Li

L I

190 , I

180 _ -I

II I

1 0 , I , I i 1 I - !

17 0 _000_0_203 0_

160- It D __Pjto07 2

140 K z 120

1 2 3 0 20 40 60 0 10 20 30 0 1 2 3

eq Friction Angle (deg) Su (tsr) OCR

File 431y006.ECP DCS, MffF Project No. 08716 1 28

Sand

-• Sand Mix I Sand

I-Sa Fine Gr SaFineGr I

j Sand - I

Sand Mlix

-•Sand Mix| -,Sand Mix * Sand Mix !

Sand Mix

Ci Silt

Th

il silt.m

Sand Mix

Ci Silt

Sand Mix

"SI SClay I I

Sand Mix CI Silt

i Sand Mix

S Clay

2 4 6 8 10 Class. FR


1.8 East 55332.0 Etevatio

L 1 -- 4

! r

I I



CPT-28S North 8000

05/3t./00n 279.2

240 I

230 -

220 I-

210 I-

180

170

160 1-

150

140

130

120

129File 43lyOO6.ECP

CPT-2

280

270 L

260

250

240

230 L

220

210

0200

190

180 -.

170 L

160

150 F

140 Ir

130 L

120 10 5

Sleeve Stress(tsf)

39R APPLIED RESEARCH ASSOC[ATES, [NC. North 79985.8 East 55422.4 Elevation 276.4

/. , ,i I *1

i I


S1 I

I L ]

300 400 0 2 4 6 Ratio COR(%)

06/13/00

r"

h

0 to 20 Pore Pressure(tsf)

140File 413uOO9.ECP DCS, MFFF Project No. 08716

270 LI

260

250

240

230 b

220 F

210

190

180

170

160

150

140

130

1~n

Bq

File 413uOO9.ECP

CPT-29R APPLIED RESEARCH ASSOCIATES, INC. 06/13/00


L

if .

2 L

7

K7

jF,

113

_ P

ILL

III

-7 -

I I

2 3 0 20 40 600 10 20 30 0 1 2 3 Friction Angle (deg) Su (1sf) OCR

131 DCS, MEF Project No. 08716



100 1000 10000 0 2 4 6 8 10 Resistivity (ohm-m) Class. FR

1_ -.4

KL

-4

7


File 413o009.CP DCS, MNffF Project No. 08716 132

06/13/00

250 1-

230 F-

220 i-

190~

180 -

170

160

150

140 F

130

120

280

270 H

260

250 L

240

230 L

220 L

.0 200 L

110

190 L

160 r

170

160

150

140

130 r

120

10 5 Sleeve Stress(tsO)


400 0 2 4 6 Ratio COR(%)


-

~i.

1*~i ?

1i -J

0 1o 20 Pore Pressure(tsf)


06/14/00

F



270K

260

250 F -

240 I I

230 H- -' I - ?_ .

220 - -, -

210- HF o -4

I I• I <•

I I{

,60 - 14

1801 - - _ , _

170 ' •• .>- -:•

160 _ _

150 i- L

140 -

130 I

1201 '- :I .I __ ___.__ __

0 1 2 3 0 20 40 60 0 10 20 30 0 1 2 3


File 414u001.ECP DCS, MFFF Project No. 08716 '134


10 100 1000 10000 0 2 4 6 8 10 Resistivity (ohm-m) Class. FR

File 414u00L.ECP D

RESEARCH ASSOC[ATES, INC. East 55538.3 Elevation 274.2

06/14/00

270 V-

CS, MNFF Project No. 08716

260

250

240

N

> I-I

L


230

220

210

180 i

170

160

150

140

130

120

280

270

260

250

240 1

230

220

210

.0 200

>

190F

160

170

160

150

140

130 L

12010 5

Sleeve Stress(tsf)0 t00 200 300

Tip Stress COR(tsf)

I _ _ _

400 0 2 4 6 Ratio COR(%)

CPT-31S APPLIED RESEARCH ASSOCIATES, INC. North 79977.3 East 55610.3 Elevation

II,


File 401uOO2.ECP DCS, NEFF Project No. 08716

06/01/00 271.7

7

-. L

'1 -

136


270 V

250 4 2

240

230r "-K

IIi 220 -- -

II -I

Fv77 iF'

190 N I q ___

ii I 170

Ii "

160

150 r "

I F

130 I r I i ___

120 IlI , '

0 1 2 3 0 20 40 60 0 10 20 30 0 1 2

Bq Friction Angle (deg) Su (tsO) OCR


137



240 I-

230 r-

220 1

210 F

190 f 180 L

170

160

150

140

130

120 L

270 I

0 2 4 6 8 10 Class. FR

0u20 40 60 0B Blow Count (bLows/ft)


260 F

o-%

L L

=

I1

250 -

13S

06/0 1 /00

File 40lu002.EiCP

CPT-32R APF North 80005.4


LIED RESEARCH ASSOCIATES, INC. East 55755.6 Elevation 264.7

0 100 200 300

Tip Stress COR(tsf)

•.•, 280

270

260 F

250 L

240

230 r

220 L

210L

.o 200 1

>1

190 r

180 1r

170

16 0 F

150

140

130

120 L 0 10 20 Pore Pressure(tsfl


I ' Z I

400 0 2 4 6 Ratio COR(%)

File 324uOO.ECP 139

06/24/00

1

270K

260

250r

240

230 L

220

210

180l

1605"

150

::

130

120L

0 2 30 Bq

20 40 Friction Angle (deg)

60 0 10 Su (tsf)

20 30 0



7-1

_? 4 iL

I -Z

-J - -1I

I i--

4 -1 2 -1

* 2

-- 4

D7

1 2 3 OCR


06/24/00


RESEARCH ASSOCIATES, [NC. East 55755.6 Elevation 264.7

270

260

250

240

230

220

2 10

180

170

140

t0 100 1000 Resistivity (ohm-m)

10000 0 2 4 6 8 10 Class. FR

1

I-

5


File 324uOO.ECP DCS, MFFF Project No. 08716

06/24/00

141

280I

270 L

260 [

250

240

230

220 I

210

o200 I

190

180 r

I

170 L

160

150 k

140

130

12010 5

Sleeve Stress(tst)0 100 200 3

Tip Stress COR(tsf)00 400 0 2 4

Ratio COR(%)


-1 1

iJ -' L

I

4!,

I i _

6 0 [0 2C Pore Pressure(tsf)

File 413u0O3B.ECP DCS, MFFF Project No. 08716 142

06/13/00

L

rI

N--

S270

260

250

240

230

220

210

190

180

170

160

150

140

130

120

143File 413uOO3B.ECP


L

0 1 2 Bq


SI _I •

iL

S 7i -4- -4 _

Si I'I ,_I I A•

r'

_ - I I-- , •

, - * .

4

i7

30 20 40 60 0 10 20 30 0 1 2 3 Friction Angle (deg) Su (tsf) OCR


I i T

260 L. , L

Sand r 250'

230 Sand Mix

220 I

Sand 210

Sand Mix

I Clay 190 Li -J

"" SClay' 130 - _

I0 00 O0 10 0 san 6 MO0i0 40 60

Clas/ Fie4 uSaOne Clay

SandC ix

150 K1

140 1Clay - -',

120 10 100 1000 10000 0 2 46 810 0 20 40 60 60

Resistivity (ohm-rn) Class. FR Blow Count (blows/tt)

file 4luO3BECP DCS, MEFFF Project No. 08716 14 4




300 400 0 2 4 Ratio COR(%)

280

270

260

250

240

230

220

210

o 200

190

180

170

160

150

140

130

120

File 407uOtB.ECP DCS, MFFF Project No. 08716

06/07/00

-i

6...2

P r I -II

r

I

6 0 10 20 Pore Pressure(ts!)

145


270.

i "

230 1

260 - I-

Fi

220k

210

IL

INI

100 160- I

r -] -I

1401 I I .J

160--' I

F iF ,~

I -,

140

_3 0 L I L-

0 1 2 3 0 Bq

20 40 Friction Angle (deg)

60 0 10 Su (tst)

I I

20 30 0 1 2 3 OCR

File 407u009B.ECP DCS, MFFF Project No. 08716146

120

CPT-34S APE North 79826.9

270


260

250

240

r Sand d

a I nd

SSand

Sand

Clay

180 L

170 k

160 H

140 L

r

130 -

Sand Mix I

Sand

2 Si Clay

iCl Sill I Clay ISa Fine Gr

Sand Mix

Sad i

Si Clay

Sand

I I I i I

0 2 4 6 8 10 Class. FR


147File 407uOOlB.ECP DCS, MFFF Project No. 08716

06/07/00

230

220

210

150 :7

120


Si I -4

10 5 Sleeve Stress(tsO)


• .

280 .

270

260

250

240

230

220

21o 0

.2 200 r

190

180

170

160 1"

150

140

130

120 L

06/03/"00

r

0 10 20 Pore Pressure(isf)

File 403uOO5.ECP

DCS, MFFF Project No. 08716 1 4 8

i- i

400 0 2 4 6 Ratio COR(%)


270 1

260N 2

250 I-

240 I-

230

220

210

180

170

160 -

150 -

140 i-

0 1 2 3 Bq

_K<

-- 1

Errors 105-140

0 20 40 Friction Angle (deg)

-1

7

L

i7

I-

Hi 60 0 10 20 30

Su (tsf)0 1 2 3

OCR

File 403u005.ECP

DCS, MEFFF Project No. 08716

06/03/00

130

120

149


270- , Sand

- I

2 6 0 - '.• oc OC - Clay " U

,and 25ok L

SSand )Vix

"" _ I " I

230 -r Sand 1r

2201-. Sand Mix dSan

210 - Sand _F_

Clay

Sa Fine Gr I ___Si Clay

Sa.Fine Gr

Sand Mix

18 Sand

I ~ClayI 171

160 H L

II tJ

150 - (mputer Errors 105-140 ft

140

130 ,- --- iSand Mi_. x

120 , I 0 2 4 6 8 10 0 20 40 60 80


File 403uOO5.ECP DCS, M.FFF Project No. 08716 1 5 0


280

270 I

260

250

240

230 :

220

210

o 200

>

190 I

180 h

170 L

160 "

150 iL

140 L

130

120 Lt10 5

Sleeve Stress(tsf)0 100 200 300

Tip Stress COR(tsf)

- 4

I r L F

-I F

400 0 2 4 6 Ratio COR(%)

I

L_

I-I

H

1-i

I- -I IF


151DCS, MIFFF Project No. 08716

06/13/00

File 413uOOT.ECP


I ' -I

270K I I I [

260- - i

220

F Ii

240 230 F-ih -' f '~ -! '

190

190

170

160 I

150

140 - -

130 -L

I I

120 0 1 2 30 20 40 600 10 20 300 1 2 3

Bq Friction Angle (deg) Su (tst) OCR

File 413007.CP Fie43O7EPDCS, MEFF Project No. 08716 1 5 2



10 100 1000 Resistivity (ohm-m)

270

260

250

240

230

220

210

2j I

Sand Gr Sand

1 Sa Fine Gr

Sand Mix

Sand

L -,

I I

* ]

-J

Clay

_ _... I . I I i

10000 0 2 4 6 8 10 Class. FR

-J:



06/13/00

Sand Mix

180

170

160

150

140

130

120

File 413u007.ECP153

-Clay Sa Fine Gr

S Clay

Sand Mix

-1. Sand Mix Clay Clay

Sand Mix

"'ae~

280

270

260

250

240

230

220

210

o 200

190

180

170

160

150

140

130

120


-L '



400 0 2 4 6 Ratio COR(%)

06/05/00

L -1

k


DCS, MFFF Project No. 08716File 405uOOIECP 154


[ I 270 L !

260

250 - - r-

240

220

2 !

Z'5

7$

C

-I

190

180

170 -

160 I

150 ,

140 4•

130

120 n 1 2 3

Bq

I I I I L 0 20 40 60 0


-i

10 Su (tsf)

20 30 0 1 2 3 OCR

DCS, MFFF Project No. 08716File 405u001.ECP 155

7

CPT-37S North 7988


06/05/00n 268.4

270 [. • , .1K

260

250

240

230

220

220

Sand

Cr Sand

Sand

.Sand Mix Sand

-ana'-i - Sand

Si i

, Sand idix I

* Sand Mix

Sand Mix

Cay

ip Clay

1901 Sand

Sand Mix 1 1 Si Clay

180- -Clay

I I

170I Sand Mix

LOUj ___ ___

150si Clay

140 - Clay

C : Silt

130

120

S2 4 6 8 10 Class. FR

File 405uOO1.ECP



Za

77

II

CPT-38R APPLIED RESEARCH ASSOCIATES, INC North 79899.9 East 55568.6 Elevatio

f



280

270

260

250

240

230.

220

210 H CV

0 200 L

190

180 h

170

160 1.

150

140 L

130

120

400 0 2 4 Ratio COR(%)

06/23,"00n 271.3

L

r

File 323uOO1.ECP

DCS, NFFF Project No. 08716

.I.

7 F

7 r

K I

6 0 10 20

Pore Pressure(Lsf)

157

CPT-38R APF North 79899.9


270_

260

250 7 1

240 1

230

220

210

190 L_

180

17 0 2

160t

15014

140

130

120 0 1 2

Bq

7

7 7

I ! I

-i

_ I

I I

, .

,~ k

III I ' I ,___,_,_________

0 20 40 60 0 10 20 30 0 1 2 3 Friction Angle (deg) Su (tst) OCR


06/23/00

File 323u0.ECP 158



, I Gr Sand i270 K

260

250

240 '

230

220

210 -

I 1 100 1000 Resistivity (ohm-m)

r

Sand

- Sa Fine Gr

Sand

SsiclIay

Sand

* i Sand Mix * I * I

-q - Cay

10000 0 2 4 6 8 10 Class. FR

K)

)

Pile 323u00L.ECP


06/23/00

180

170

160

150

140

130

120

159

I

I


280

270 L

260

250

240

230

220

210

S200

190

180

170

160

150

140

130

120 L10 o

Sleeve Stress(tsf)0 100 200 300 400

Tip Stress COR(tsf)

-4

I


I

F


File 324u005.ECP

DCS, NFFF Project No. 08716

L

I-I

I

1*


160

06/94/00

K

K..


27o L

260- -- >1_ ._ _ _

250 U -

240

SI I

230 7- 7

220

210~--i

t I K

190 " - _ I

it I

170 .

160 I _V 1 •

150

140- I-

130 -i

I I 120 I I 0 1 2 3 0 20 40 60 0 10 20 30 0 I 2 3

Bq Friction Angle (deg) Su (Lsa) OCR

File 324u005.ECP



PLIED RESEARCH ASSOCIATES, INC.East 55646.9 ElevaLion 262.1

270~-

260

250

240

230

220 .

210 -

Sand

- -- _ oc

Sand

Sand Mix Si Clay

Sa Fine Gr i Clay

Sand Mix

190

I

170

160 L-

150 .

140 iL

130 I-

4

. .. . I .I . . .

10 100 1000 10000 Resistivity (ohm-m)

0 2 4 6 8 10 Class. FR

I

0 20 40 60 80 Blow Count (blows/tt)


06/24-/00

-I7

(

120

File 324u005.CP 162

7 -r


S~2801

270

260

250

240 L

230

220

210

8.2 00 L

k.j >

190

180

170

160 L

150 1

140

130

12010 5

Sleeve Stress(tsf)

t , -- i


4

400 0 2 4 6 Ratio COR(%)

DCS, MEFF Project No. 08716

PLIED RESEARCH ASSOCIATES, INC. East 55448.0 Elevation 275.0

71 7 :

!L _ /

I L

IZ

-- 4L

- j

File 324u007.ECP

0

163

06//94/00



- i :

270 I

260k-.

250 -- - 4

240 -1

230 :, ~i

220o L. l ~,

210

ILL

M90- -Jtoo

_ I __ .

' ' i -°° i

160 16 I -I i I r IL I ! I

150- - -

140 7!

l- L J, J I"I

I I ' 120

0 1 2 3 0 20 40 60 0 10 20 30 0 Bq Friction Angle (deg) Su (tsf)

06/24/00

1 2 3 OCR

File 324uOO7.ECP


CPT-40R AP] North 79941.1

270

260

250

240

230 7

220 "

2 10 ý

-4

-4

It- I•

to 100 1000 10000 Resistivity (ohm-m)

PLIED RESEARCH ASSOCIATES, INC.East 55448.0

1 -i Cr Sand

Sand

Sa Fine Gr

Sand Mix

S* Sand

Sand Mix

Si Clay

0 2 4 6. 8 10 Class. FR

Elevation 275.0

7

7


06/24/00

170

160

150

140

130

120

File 324uOO7.ECP165

2

4 -"

7

! -L

L1

I I


APPLIED 80169.8

RESEARCH ASSOCIATES, INC.East 55591.7 Elevation 267.5

280

270

260

250

240 F

230

220

210 -

-I -I

7



-i

L

! I

300 400 0 2 4 Ratio COR(%)

.7I~ h


File 408L001.ECP


CPT-42 North

07/08/00

.2 200

190

180

170

160

150

140

130

120

6

F

i

J

=1 -' S

7

166


270 -• .•r1 i I

270-- .j -- -"_.

260L-

250 - 7

240 -J ,

230-1 -

220. 7-ii

-30 "- - -- _ <

2F1 L -I

180 L-

17o L L

160

140

130 -

120 -- I 4 '_ _ _ _ 0 1 2 30 20 40 60 0 10 20 30 0 1 2 3 Bq Friction Angle (deg) Su (tsf) OCR

File 408L,00.1CP


CPT-42 APF North 80169.8


iT

270 'I

Sand 260 - __- _

25 S, n OC-a

Sand 250 '-- -S -• San-"

Sand Yix

24 0 L

Sand

2301.-

* Sand Mix

220 -

S, C1 SiRl

S' ~Clay - 'Sand Mix

210 ~zi- Clay

180

170

160

150

140

130

120

:,.

.7e

0 2 4 6 8 10 Class. FR

I

---

1 --- _

0 20 40 60 80 Blow Cou_ (blows/ft)

File 408L001.ECP 168 DCS, MfFF Project No. 08716

07/08//00

CPT-43 APPLIED North 80257.7


280

270

260

250

240

230

220

210

200

190 L

180

170

160 7

150 L

10 5 Sleeve Stress(Lst)

I

2 Ii,

0 100 200 300 rip Stress COR(tsf)

: L

I I

I i , 400 0 2 4 6

Ratio COR(%)

F

L


File 315LO55.ECP


07/15/'00

Z \-

140

130

120


270 7

250 7 7

S" !I I

240- -

230 7 . I _ ,_

220. . -,

320C -- - _I

"31

I,,

170 -- i 4

160 7 r

150

140 i -I

130 I

120 0 1 2 30 20 40 60 0 10 20 300 1 2 3


File 315L055.ECP




270 -

260 -r sann

Sand 250 • - oc

240-

-and

230- -4

S: ~C1 Silt

Sa Fine Cr

I Clay 210 "'--

-4L

190

170

17

160 .-

150

140

130 k-

Sand Mix

SiClay

Sand Mix

Clay

I . . • I I

0 2 4 6 8 10 Class. FR

I I ! i

/

r -i

K J

V I 1



07/15/00

120

File 315L055.ECP171

CPT-44 North 84


0530.3 East 55109.3 Elevation

300

290 r

280

270 L

260 L

240

230

O220

IF

21o L

200

F

190

130 •

160

150

140

f

-i



I

ii. i 400 0 2 4 E

Ratio COR(%)

File 320LOO5.ECP


172

07/20/00284.7

L

i7

_ r


290

280 ?

27o i

260

250

240 L

230 F

200

190

180

170

160

150

140 0 1 2

8q

CPT-44 APPLIED RESEARCH ASSOCIATES, INC. North 80530.3 East 55109.3 Elevation 284.7

7 7

-

LI

iI "

!7

r

,

1 I

L2 III

IL IL 3 0

iF A

S I- i

i I

3 0 0 40 60 10 0 3 0

Fricion ngle(deg Su tsf

File 320L05.ECP 173 DCS, MFFF Project No. 08716

07/20/00

1 2 3 OCR

CPT-44 North 8053

APPLIED RESEARCH ASSOCIATES, INC.30.3 East 55109.3 Elevation 284.7

290

280 L

270

260

250 L

240

230

210

200

io 190 L

180

170

160

150

140

- oc

Sand'

SanidMix

Santd

Sand Mix

Sand Mix

-1Sand

Sand Mix

aSi Clay

Sand Mix

S& Fine Gr

- Sand Mix

Si Mlay

- ~ C1 silt

Sand Mix

1 Sand Miz

0 2 4 6 8 10 Class. FR

J

A~i



07/20/00

File 320L005.ECP 174

CPT-45 AP North 80531.1

?LIED RESEARCH ASSOCIATES, INC.East 55194.0 Elevation 280.5

300

290

280

270

280

250

240 L

230

220

2I1 -

200 1-

190 -

180 '-

170 1-

160

150 ,


I I I

1-

-1

j -1

0 100 200 rip Stress COR(tsf)

300 400 0 2 4 Ratio COR(%)

777

: F

I _:-A m

6 0 10 20 Pore Pressure(tst)

File 321L001.ECP

L

V

F

S


07/21/00

140

CPT-45 API North 80531.1


I

29o L_

280 ~- --!

270-

260

250

240 H

230

210

200

190 '-

180

170

160

150

140 0 1 2 3

Bq

L

-i L.•

SJL

4 ; 1 i h

IF & - I ,i

1• i

..- "1-

9

0 20 40 Friction Angle (deg)

F"i

80 0 10 20 30 Su (tst)

f.-J

0 1 2 3

OCR


07/21/00

File 321OLOO.ECP

CPT-45 North 8053

APPLIED RESEARCH ASSOCIATES, INC.1.1 East 55194.0 Elevation 280.5

290

280s C." Sand

Ccl 270! -J

Sand

Sand

260 r - S

Sand Yix

Sand 250 •- , J

Sand Mix

240 Si Clay

I Sand

I Sand Mix

Clay~ 2 e Soft Cay I

200 L i ClSilt Sand Mizxv

190 I L Sand Mi

SSoft Clay 180

170 -Sand Mix

160 Clay

Soft Clay

150Clay

140 my0 2 4 6 8 10

Class. FR

L 4

/-j

0 20 40 60 80 Blow Count (blows/It)

File 321LOt.ECP


07/21/00

177

CPT-46 APP

North 80482.0LIED RESEARCH ASSOCIATES, INC.


290

280

270

260 F

250

240

230 i

220

210 -


I�nA

�1 -4

-j

-4


400 0 2 4 Ratio COR(%)

I

I .

.1 L

j

6 0 t0 20 Pore Pressure(tst)


Iz�

07/20/00

0

200

190

180

170

160

150

140

file 320L003.1CP

I,,'

I

I

KJ I

F -


2 L

j L_

260 L

250,- - - I

240 _

230 LL

IsL 210

200 NiL 190

I H %

II -

I -!

170 7-

160L

150 -J

140 0 1 2 30 20 40 60 0 10 20 30 0

Bq Friction Angle (deg) Su (tsf)

07/20/00

1 2 3 OCR

File 320,OO3.ECP




-:Gr Sand

Sand

• _J

Sand Yix

I Sand

_ - Sand Mix

Sand

290

180File 320LOO3.ECP


07/20/00

280

270

r A

F 4I

L3


260

250

240

230

200

190

180

170

160

150

1400 2 4 6 8 10

Class. FR

300

290

280

270

260

250

240

230

.o 220

210

200

190

180

170

160

150

14010 5


Tip Stress COR(tsf)300 .400 0 2 4

Ratio COR(%)6


1* IIi

Fi

r ~I

2i ,

JIJ

L

- i ,

F 7.7!

File 320L0071.CP 181


07/20/00

t


290

280

270 L

250 rI 260

240

230

210

200

190

170"

160

150

140 0

182


I 7 -~ .- -9

Ii ½

2 Fr

iri

iI~

I i.

2 30 20 40 600 10 20 300 1 2 3 Bq Friction Angle (deg) Su (tsf) OCR

File 320LO7.ECP




290

280 L

270 L

260 t-

250 -

"- iGr Sand

0C

I Cr Sand

Sand dix

_ Sand

* Sand Mix

Sand

2-4

0 2 4 6 8 10 Class. FR

I~1

I - -4


File 320L007.1CP


07/20/00

240

230

200

190

1t0

170

160

150

140

183

CPT-48 APPLIED North 80463.6

300 r

290

280

270 !.

260

250

240

230 L -,.,

o 220 m

210

200

190 L

180

170

160

"10 L

140

10 5 Sleeve Stres(tss)


I I i i


II

J 1

_ ,

4 i

-J

YF

300 400 0 2 4 6 0 Ratio COR(%)

File 3221.405.CP DCS, MFFF Project No. 08716 184

07/22/00

X

10 20 Por Pressure(Lsf)

290

280

270 L

260 L

250 L240

230

210

200

190 r

180

170

160

150

140


4

I

* I

1 ,1 1K1

~*1

'F I

30 20 40 600 10 20 300 1 2 3 Friction Angle (deg) Su (tsf) OCR


1 2 Bq

0

File 322W0O5.ECP

CPT-48 APE

North 80463.6LIED RESEARCH ASSOCIATES, INC.


290- -1

260

SOC - Mya)

270 IT

260

250

Sand

240

2 30 - -i

" I !I

210-L

200

190

=

180 i-

170 !

160

150

1400 2 4 6 8 10

Class. FR

! I ; I

L2

ii I

- -i


186File 322L005ECP


07/22/00

APPLIED 80332.7

RESEARCH ASSOCIATES, INC.East 54931.1 Elevation 292.4

300

290

280

270

260

250

240

230 r i

220 L

210

190

iao I -i

160 *-


55't


i L

-4

.4

zs�

S L

300 400 0 2 4 6 Ratio COR(%)



CPT-49 North

07,/19/00

0

15U

140

File 319LOO3.ECP 187

1�

X:


I r 290F

2 L

290, -' -_ • " -

270

i7

260

"I

250 L - L

240 L

I 7 4 r

17 0 -z

rJr

160 7, 1

-•

150- -

SF :

160

150 -1

140 ' I I

0 1 2 3 0 20 40 600 10 20 30 0 Bq Friction Angle (deg) Su (tsf)

File 319L003.ECP

DCS, MEFF Project No. 08716

07/19/00

S 2 3 OCR

188



290 7.- CrSand

Sand Mix

280 ' 'Jav

- Sand Mix 2 7 0 F

, : Sa~ine ,r

* - Sand Mix

260 Sand Mix

250

240

I. i Sand Mix 230 •

210 h

200 k

4 Clay

SSand Mix

"1-0 I Sand Mix

ZeO Lr c, sti L LL

180 Clay

170 -U -- . Sand Mix

160

140 1 0 2 4 6 8 10

Class. FR

File 319LOO3.ECP

SI7

I_ I

H

r!

L.



07/19/00



290

280

270

260

250

240

230 •

.2 2o L

210

200

190 h

180 L

170

160 1

150

140 L10 5


Tip Stress COR(tsf)400

300

eJp

td

ri



L

77

I

0 tO 20 Pore Pressure(tsf)

07/,19/00


CPT-50 North 803'

APPLIED RESEARCH ASSOCIATES, INC. 70.9 East 55140.0 Elevatio n 2

I. I

290i- -4 , I

280

270

260

250

240 L

230 L. -4

210

200

180

170

160

150

1400 1 2 3

Bq

/7

L.

L

-I

III

0 20 40 60 0 10 20 30 Friction Angle (deg) Su (tsf)

r7 SS j

2

DCS, MFFF Project No. 08716File 319LOOI.ECP 191

07/19/00

94.4

! 7

L

O 1 2 3 OCR

-CPT-50 APP North 80370.9


I - i

290 F -• Cr Sand

Sa ine Gr Sand

280 Srand Mix

OC - Clay

Cc

270- • Sand

- , Sand Mix

260 Sand Mix

Sand

250H

Sand Mix

2 4 0 k- !-•

i30

Sand

Sand Mix

210L Cly

IK

SSand

.•ix

200

Sand Mix i

190 l oSilt

180 .

Clay

170 :-

_I V Silt

160

150

140

Sand Mix

,II t L - I

0 2 4 6 8 10 Class. FR

L

L

i -I

0 20 40 60 80 Blow Count (blows/ft

192Mle 3l9LooI.ECP


07/19,1"00

CPT-51 North 803:


300

290 -

280

270

260

250

240

230


I

0 100 200 Tip Stress COR(Lsf)

300 400 0 2 4 6 Ratio COR(%)

i - J


07/181/00n 295.5

.2 220

210

200

190

180

170

160

150

140

File 318L008.-CP 193

L

0 10 20 Pore Pressure(isf)

CPT-51 APPLIED RESEARCH ASSOCIATES, INC. 07/18/C00 North 80318.7 East 55198.3 Elevation 295.5

FI _ _ _ _ __I_

290 -i I- L r -i-, F7

280 - -2 -•'

2 7 0 L - -'' -,-

260"- :.

250

240 7- -

230Y L ) •-I 7B

" I" - I- - r

! I I- L

2001 "II

200'L.

190 .

170 _ _

160

II i

140 60 0 0 2 30 0 0 1 2 3 0 20 40 10 0 10 20 30 1


File 318o008.1CP 194 DCS, MFFF Project No. 08716

CPT-51 API

North 80318.7'LIED RESEARCH ASSOCIATES, INC.


29

28

27

26

25

24

23

, ay 90 OC--la

S• Gr Sand 7,

Sa Fine Gr 10 1- Sand Mix F 'Sand Mix

Gr Sand

Sand

;o L Sand Viz

0 7

0 'Sand Mix

0 • • ~Clayit

band mix oL

Clay

Sand Mix

Si me r

I Sand Miz

F! 0 2 4 6 8 10

Class. FR

210

200

190

180

170

160

150

140

i L

r


File 318L0081.CP


07,/18/00

195

300

290

280

270

260

250

240

230

.3 220 L

>

210

200

190

180 L

170

160

150

140-0 100 200

Tip Stress COR(tsf)

F

"II

300 400 0 2 4 6 Ratio COR(%)


.L

7

½ .

- I S-'-.

File 319LOO5.ECPDCS, MFFF Project No. 08716

07/ 19/00

10 20 Pore Pressure(tst)


196


2B0

: L

280 --

II

260 L .

II i ;

2 5 o -- •

cCi

24, --

I 'r!

I i " I

2160

-4 -. •

- "

150k

I I t 160'-4,

10 1 2 30 20 40 600 10 20 300 1 2 3 Eq Friction Angle (deg) Su (tsf) OCR

Fie00 197 File329005ECPDCS, MIFFF Project No. 08716

CPT-52 APPLIED RESEARCH ASSOCIATES, INC. 07/19/'00 North 80277.0 East 54867.3 Elevation 293.4

290- - oc .

I8 - : a~

ISand

Sand YIX

5and 270 3 Sand Mix

SCl Silt

FSi Clay Sand

260 L

250 Sand Mix

240 .

Sand

Sand Mix I

IL Clay I

3a r 'inu 2190 -i Sand Mix r

1B0~- - -~Clay

200 C1 silt

SL j~Sand Mdix 190 L

too A ClOay

170 F

160

1

140 0 2 4 6 8 10 0 20 40 60 80


File 3l9rOO5.zCP

DCS, NFfFF Project No. 08716 19 8

300

290

280

270

260 .

250

240

230

o 220

210 L

200 !

190

180

170

160

150

140


7 ii

LI



400 0 2 4 'Ratio COR(%)

,


File 315Lf22.ECP 199 DCS, MEFF Project No. 08716


j [ L

290L H28H i lI

280 - - _

C-270 7-" :•

260 7

250 - 7 _

240 -

230!

2 -

180 i. 0 . '

170 t- 7

1600 II ,

150 L"

18 - L

140 0 1 2 30 20 40 600 10 20 30 0


File 315L022.ECP


07,/15 '00

1 2 3 OCR

200


290 oc

Sand

280 I - i Sand

270 -G Sand

Sand Mix

260

Sand

250

7 Sand Mix

Sand 240 Sand Mix

230'

i Sand Mix

I a

210 L

200 L

190

180 L

170

0 2 4 6 8 10 Class. FR


File 315L022.ECP 20 1 DCS, MFFF Project No. 08716

07/15/00

160

150

140

i : i

APPLIED 80243.1


300

290

280

270

260

250

240

230

.2 220 >

210

200

190

180

170

160

150

140

-4

)

72�


0 100 200 300 Tip Stress COR(Lsf)

I'

400

!1

I


�I.

I�i

II


File 320L0011.CP


CPT-54 North

07/920/00

$..

e,2o

290

280

270

260

250

240

230

210

200

190

180

170

160

150

140 0 1 2

Bq

File 320LOOL.!CP


I' ' I j I

, -•

4

I I

I' i i :)

2

I ,

1 ,

30 20 40 600 10 20 300 1 2 3 FricLion Angle (deg) Su (tsf) OCR


CPT-54 APT North 80243.1


L oc

F • Sa ine Or

Sand

Sa Fine ,r

r - :Si Clay

, i I Sand Mdix

Sand Mix

Sand

-• Sand Mix

2:oL =

2,ooU _ 200k •

i90

180 .. -I

170 -

160 k

150 I

CL Silt Sand 'dix

iSa Fine Cr

i Clay

Sand Iiai

I I . . I

0 2 4 6 8 10 Class. FR

290

280

270

260

250

240

230


07/20/00

Ir IJ

F I

-i

0 20 40 60 80 Slow Count (blows/ft)

140

File 320L00L.ECP 204



290

280

270

260 L

250

240

230 ,

o 220 L

210 L

200

190

180

170

160

150

14010 5 0 100 200 300

Sleeve Stress(tsf) Tip Stress COR(tsf)400 0 2 4

Ratio COR(%)

* I

- L

*I

L I L

* I


File 3181052.ECP


300

07/18/00

20S

CPT-55 APPLIED RESEARCH ASSOCIATES, INC. 07/18,,00 North 80259.6 East 55141.9 Elevation 294.4

290 oi- -,

280~

270~-I :

260 - 7

250 7

240

I r 230k-~

I-

210- - -

200'

190 r- -,

,I

1,70

160- -_

S._r

150 F I _

0 0 20 40 60 0 10 20 30 0 1 2 3 Bq Friction Angle (deg) Su (tsf) OCR

1702

0 6 '

File 3181,05.EC DIS, MvFF Project No. 08716



290

280

270

260

250

240

230

0 2 4 6 8 10 Class. FR

Cr Sand

_ _ .Sand Mix S cc

SSand

Sand

pcla

tSi Clay Sand Mix

- i

-I

- j ""! '

__ i Sand

iix

-~ _ I

- -•a .ocuay i

'•I Sand Mix

L SoftClay

SSand Mlix

F i

207File 318L005.ECP


07/18,'/00

f-

4=-

JI


210

200

190

180

170

160

150

140140

CPT-56 APE North 80207.0


290

280

270

260

250

240- /

230

v i F

.2 220

210

200i

190

18o0 . €

170

160

I-

150

140[ 10 5


Tip Stress COR(tsf)

)

)

F- -.1

400

7


0 1o 2n

Pore Pressure(tsf)

File 38L001.CP 2 0 8 DCS, NFFF Project No. 08716

300

07/,'18/00


iI i . ' 290,- -I r-?

C-

280 •

270 •- :

260- _

250 / - I

240- -

7 'I

230

"2 1 L0 L - f - L I IL 200.

190- - - " !F 180 . I 170- L .

160 - IL 150

140 I 0 I 2 3 0 20 40 60 0 t0 20 30 0 1 2 3

Bq Friction Angle (deg) Su (Lsf) OCR

File 318L.001.CP 209 DCS, MFFF Project No. 08716



290 - • •Gr Sand , 290 y S:OC - Clay

S• ~Sand i

CI Silt 280- -. Sand

- Sand Mix

270 Sand Mix

260

250 -Sand Mix

240

Sand

23 L

Sand Mix

190 1

C=

170 !L

160 i-

150 1

ili Clay

ýL.a -,L

Sand Mix

C1 Silt

I Clay

0 2 4 6 8 10 Class. FR

; 7

. L

0 20 40 60 80 Blow Count. (blows/It)


07/ 1 8/00

200 ,

180

140

File 318LOOL.ECP 2!O



290

280

270

260

250

240

230

220

210

200 ,

190 t

180

,70

160

150 !


j


300

--i LJ

300 400 0 2 4 Ratio COR(%)

-7.

i i

7


File 318LOO3.ECP


L

U

07/18/00

0

140

CPT-57 APPLIED RESEARCH ASSOCIATES, INC. 07,' North 80229.2 East 55058.2 Elevation 293.6

290 <i ' 7' _' I

270

260 I _

I-0 1 '!-f - 7

250- i

240k 7

230- - --- _

I

210~

200 L

190- 1

))

180 7

ii

170 V L

160

140

I "

140 , I t I I i

0 1 2 30 20 40 60 0 10 20 30 0 Bq Friction Angle (deg) Su (tsf)

File 318L003.ECP


18 /00

I 2 3 OCR

L!2

CPT-57 APE North 80229.2

'LIED RESEARCH ASSOCIATES, INC.


290 - oc i

S, Sand

280-

Sand

270Cl Silt

SSa Fine Gr

260 - Sand

250

Sand Mix

240

230L Sand

K'r __ SSand Mtix

210 I i clay

5and Mix

1900 Sa Fine Cr

cla I

180-Clay

170 -L a

160 -

F 0 2 4 6 8 10

Class. FR

r

Fi

74

H I- -

K



07/181/00

-i

150

140

File 318L003.ECP213

CPT-58 North 8013

APPLIED RESEARCH ASSOCIATES, [NC. [5.1 East 54866.9 Elevatio

300

290

280

270

260 "

250

240

230

2 220 >J

190

io

180 •

170

160

150

10 5 Sleeve SLress(tsf)

-I


300 400 0 2 4 6 Ratio COR(%)

�1

* I

- 2

r) 1k

I- I

214File 317LOO4.ECP DCS, MFFF Project No. 08716

07/17/00n 295. t


210

200

140

K290

280

270

260

250

240

230

210

200

190

180

170

160

150

140

L

L

0 Bq

2,15DCS, MFFF Project No. 08716



I-4

IL ik

*1I'

41

II.

1-1

I. I _ _ _ _ _ _

2 3 0 20 40 60 0 10 20 30 0 1 2 3 Friction Angle (deg) Su (tsf) OCR

File 317L004.CP

CPT-58 API North 80135.1

)LIED RESEARCH ASSOCIATES, [NC.East 54866.9 ElevaLion 295.1

290

280

270

260

9rtn

I

240 1 Sand Mix

230k

2lO~- ~Sa Fine Gr I Sand .Mix

j C1 Silt I

200 r _ C la y !

200 __ SiClay

CI Silt

170o- !,.

160 r4

140 0 2 4 6 8 10

Class. FR

File 317L004.ECP

F -1 I. I

i I , t I



07//17/00

216

\--t

•._.../ 300

290

280

270

260

250

240

230

.2 220

210

200

190 io

180

170

160

150

140 10

Sleeve St

CPT-59 APPLIED RESEARCH ASSOCIATES. INC. North 80152.7 East 54956.9 Elevation 295.5

1 1

7H

It i7 4

F1

I

5 tress(tsf)

0i I

100 200

Tip Stress COR(tsf)

I 300

0

400

3 4


071/t '00

I

L

E

T -t

0 10 20 Pore Pressure(Ls[)

File 415L005.ECP

DCS, MFFF Project No. 08716n'l1 z ;



S' '7

290-

28~ii . .• '

280 -

270

260

250,- L i "

2o - 4

240:I--

f I .

SI I I- 1

230

L I

IiS

160 - - 1 -

200 I- 6I

190 - -l IL• I. Ii.!

I .

15 L i

180

10 1 2 3 0 0 4 6 -0 0 3

Bt F A

170o- 1h

'I I

ioFi . i

15 jL "-

141II '

0 . 2 30 20 40 60 0 10 20 300 Bq Friction Angle (deg) Su (Lsf')

File 415LOO5.ECPDCS, MFFF Project No. 08716

z 8

07/1 5/' 00

I 2 3 OCR



290

280 1-

270F

260 I

250 -

Sand Mix

Gr Sand

Si Clay 7iSa Fine GrI

Sand

Sand Mix240 F

210 1

200

190 L

IS 180

170-

Sand .ix

C1 silt

Clay

Sand Mix

( C!ay

Sa Fine Or

1 SClay

SSand Mix

160

150!

140 0 2 4 6 8 10

Class. FR0 20 40 60 80


File 415LO05.ECP


07,1'15 ,. 00

Z19

Sand

300

zgo L

280 1

270 L

260 /

250

240 L

230 r

5,1 0220 I

210

200 L

190

180

170

160

150

140

-I -J


0 t00 200 Tip Stress COR(tsf)

~ii 1 -_ _ _ _

300 400 0 2 4 6 Ratio COR(%)



I I I

i!,1


07/; 15/00

7

0 10 2C Pore Pressure(tsf)

File 415LOO3.ECP2•.20

290

280 L I

270 L

260

250 L

240

230 H

210

200

190

170

160

150 L 140'

0 1




I , II

-- 4

~~1

rU -4 2

1 Ii

1 ,, i

Fr Angl I S

IF

p K! I.-

2 0 2 0 60 1 20 30

FrcinAgl_ dg u tr C

Bq

File 415L003.ECP

r22 1



290

280

270

260

250

240

230

210

200

190

IS

170

160

150

1400 2 4 6 8 10

Class. FR0 20 40 60 80

Blow Count (blows/It)


07/135/00


CPT-i

280.

270

260

250

240

230 1

220

.2 200

190

180 '

170

160

150L

140I

130

120 10 5

Sleeve Stress(tsf)

61 APPLIED RESEARCH ASSOCIATES, INC. •orth 80037.6 East 54869.6 Elevation 279.3

I I ,

L 7-5

I I

0 100 200

Tip Stress COR(tsf

1 1

i L

300 400 0 2 4 6 Ratio COR(%)

07/21/O0

L

k

! 7


File 321LOO3.ECP


CPT-61 APPLIED RESEARCH ASSOCIATES, INC. 07/2 1/00


260 L 7

2 1

250 H- r- -- 4

240 1

H I 230 IL- -i

220 ii - IF•

180- --- 1 P 7

70 L- -4

160 H

150

14 U

I 1!

tL

II

120,

0 1 2 20 40 60 0 10 20 30 0 ! 2 3

Bq Friction Angle (deg) Su (1sf) OCR

224 File 321LOO3.ECP


CPT-6t APPLIED RESEARCH ASSOCIATES, [NC. 07/21/00


270

260

250

240 [ 230

220

210 [

190

180,

170

160

150

140

130

120

j-

.7

H

L

0 2 4 6 8 10 Class. FR


DCS, MFFF Project No. 08716File 321LO03.ECP 225

K> 2%80

270

260

250

240

230

220

O200

~2t0 I

190

180IN

170

160

140

130

12010



-1.

4ý 1 L

II

F 7F

rI

r

Ir

4V 7F

5 0 100 200 300 400 0 2 4 6 Sleeve Stress(tsf) Tin Stress COR'tsfl Ratio COR(M)

07,/22!/00

L


DCS, MIFF Project No. 08716File 322LOO.ECP

2226

CPT-62 APPLIED RESEARCH ASSOCIATES, INC. 07/22,/00


I I_ _I -'

270 .

2110~

260 "- -I -

170-J

250 J - -• L. ; r

240 ii I .ti

130- L

210 1- 2, 3 01 _ 0 -1

II, 9 II

10, N P

170-IL• :

i~. i 160:!- 4 -i I - '

; I'

Ii.I II , I,

130 K 4 _______

120 I I , I [ I I __ _ _ __ _ _ _

0 1 2 30 20 40 60 0 10 20 30 0 1 2

Bq Friction Angle (deg) Su (tsf) 0CR

File 322L001.ECP2 7 DCS, MIfFFF Project No. 08716



0 2 4 6 8 10 Class. FR


228File 322L00t.ECP


07//22,/00

270

260

250

240

230

220

210

190

180

170

IO 160 i

150

140

130

120

270 L

260 F

250

240

230

220

210

o 200

190

180

170 r

160

150

140 '

130

12010 5

Sleeve Stress(tsf)

��1

-1

____ I _____


I'I

L~ -41

I p

I i

0 0 2 4 6 Ratio COR(%)



-4 /1 I

1Li

File 322L003.ECP DCS, vffFF Project No. 08716

07/22/00

F

F

F

L


�.1��

z2 29

I



I K 270 -

260 J '

24o- L

230_ L

L

I <• i

i IF

210 L

-- I

S150

190 I '' ii

180 -- _K _-, '-- '

140

170 - - ) -

160

150

130-• - - -KF -•

12 I __ _ _ _ _ _ _ I I L 0 1 2 3 0 20 40 60 0 1o 20 30 0


File 322LOO3.ECP DCS, MFFF Project No. 08716

2 3 OCR

230

071/22/00



270

260 L

250 I

240 L

2

�1

0 2 4 6 8 10 Class. FR

K!

.L

-i

2

L 2J

-I



07/22/00

230 1-

220 V

210 '-

1B0 O

170

160 L

150

140

130

120

File 322LOO3.ECP 231



260

270

260

250

240 ?

230

220

210

2 200

190 L

180

170

160 7

150

140 •

130

120 -

t0 5 Sleeve Stress(tsf)

0 100 200 300 400 Tip Stress COR(tsO)

! 2

L

! 7

0 2 4 6 Ratio COR(M)

07/01/00

L I-

L

7

0 to 20 Pore Pressure(tsf)

DCS, MFFF Project No. 08716File 415LOOI.ECP 2352

270

260

250

240

230

220

210

190

180

170

160

150

140

130

120

t t

i.

CPT-64 APPLIED RESEARCH ASSOCIATES, [NC. North 80034.9 East 55165.3 Elevation 279.8

LI

L -J

I! F •

JL

2K ,

-II - _

iF . 1!' 2 L- -4 .

2 3 0 20 40 60 0 10 20 30 0 Friction Angle (deg) Su (tsf)

F I

4~ I

q Sq


S 2 3 OCR

f2"33

07'1 5,00

File 415LOOI.ECP

APPENDIX B

INTENTIONALLY LEFT BLANK

2134

Documents

APPENDIX A PIEZOCONE PROFILES · Sand Wx Sand Mix I ~ L Clay _._ _ Zana %xii " - CIsULI' Ssand lix 'aft Clay Clay 1 Clay J 0 2 4 6 8 10 Class. FR L 1 4 L 0 20 40 60 80 Blow Count