grain.size distribution test reportgrain size distribution test report o o q n 9d 1.0 o 0.1 0.01...

GRAIN.SIZE DISTRIBUTION TEST REPORT CC CC

1 .- ID- ~J 0 0 0 0 0 100- ....... A. a~ . 3 1 -

10.0 1.0 GRAIN SIZE -

0.010.1

mm

0.0011V

Te.st % +3" % GRAVEL % SAND % SILT % CLAY

0 1 0.0 0.0 67.5 32.5

Pi DB 5 D6 0 D50 D30 D1 5 D I Cc I Cu

* 0.35 0.18 0.41

MATERIAL DESCRIPTION USCS AASHTO

0 Reddish Brown Silty Sand

Project No.: 50161-5-5756

Project: Savannah River Site Task 12

* Location: FB-1 SS-7 @ 16 Ft.

Date: November 3. 1995

GRAIN SIZE DISTRIBUTION TEST REPORT

LAW ENGINEERING. INC.

Remarks:

Tested by: ES3 Reviewed by:ALB

Figure No.

]90

80

70 a: w

60

z 50

a:

30

20

10

0 20

;)0 100

)

-1 -

LL


0 0 0 CU I

1.0 0.1

GRAIN SIZE - mm

Testt% +3" ' % GRAVEL % SAND I %SILT I % CLAYI2 " 0.0 0.0 49.4 50.6

LL PI D85 D60 D50 D30 D15 D10 Cc Cu

* 0.19 0.10


0 Re'd'sh'B-r6-ow7 Tan Sandy S/it

Project No.: 50161-5-5756 Remarks:

Project: Savannah River Site Task 12 Tested by: •


Reviewed by:EL'

Date: November 3, 1995


LAW ENGINEERING. INC. Figure No.

) C

5 C -~

C CV CD C

-e EV0 3 >

Lq

100

90

80

70 Ec W

" 60 LL

z 50 w

w 40

30

20

i0

0200 100 :10.0 0.01 0.001

1 - E -1i I iI![IIli !rli

V


o o Q N 9D

1.0

o

0.1 0.01 0.001

GRAIN SIZE -mm

Testl% +3" 1 % GRAVEL I , % SAND 1 % SILT 1 % CLAY

S-7 0.0 0.0 74.4 25.6

LL PI D85 D60 D50 030 D15 DIO cc Cu

0.30 0.17 0.15 0.096


* -Purplish-Bro-wn Silty Sand

11Project No.: 50161-5-5756Project: Savannah River Site Task 12





Remarks:

Tested by: 149y

Reviewed by:pL6

Figure No.I ________________________

C

C

CUNC

C CC

C *� NW

N. �0

100

90

80

70 cc w z "z 60 LL

z 50

w 40

30

20

0.)200 100 10.0

)

to , fn I-

p


C C

C

i

C CC

0 0 0 .0 (V W

o 0

100 on .(U2 Cq - V

90. ...

70. . .

z 50

w 40

30

20

do

0 200 100 10.0 1.0 0.1 0.01 0.00

GRAIN SIZE mm

"estl% +3 % GRAVEL % SAND % SILT % CLAY 9 0.0 0.0 74.2 25.8

LL PI D 060 D50 030 015 D1 I c

-0.23 0.7 0.4 0.087


*Light *Gre-y Silt-y Sand


Project: Savannah River Site Task i2 Tested by: i4eI

0 Location: FB-1 SS-15 @ 26 Ft.

Revewd b:• Lii

Date: November 3.1995



)

)

...)I I


0 0 0 0 - N o £C - - S. -

ý C>

1.0 0.1 GRAIN SIZE - mm

frestJ% +3"1 % GRAVEL % SAND I % SILT I % CLAY Ii 11 0.0 0.0 70.2 29.8

LL PI D8 5 D60 D50 D30 D15 D10 Cc Cu

0.21 0.13 0.11


* Light Brown Silty Safid

Project No.: 50161-5-5756 Remarks: Project: Savannah River Site Task 12 Tested by: 46* Location: FB-1 SS-17 @ 31 Ft. Revieed by: RLs




) C

£0

C

SCN C *-C m

C

C(V W 11 11

100

90

80

70'I

"z 60

z 50

w 4.

30

20

10

0200 100 "10.0 0.01 0.001

i~~ ~~ ~1: li ! 11 11 .ll l

! IH " ': i~ t l 1 1! 11., Uf l l 1111i

!ll~ ~El: I Iiii ll [1I

i


0 0 0 cu -9 kD

1.0 0.1 GRAIN-SIZE - mm

fTestt% +3" 1 % GRAVEL % SAND I % SILT I % CLAY I0 5 0.0 0.0 49.2 50.8

LL PI 085 D60 D50 D30 D1 5 D1O Cc .Cu

S0.12 0.08 0.01j


& Red Brown Sandy Silt_


Project: Savannah River Site Task 12 Tested by: 2 * Location: FB-I SS-18 @ 32 Ft.

Reviewed by:JelJ



LAW ENGINEERING, INC. Figure No.

.) C C

M•

C

-C E W N W

.- C.- .-

0 3k

o e .q. 0

N100

90

80

70 cc

" 60 LII�_

z 50 w

w 40

30

20

do

200 100 10.0 0.01 0.001

701 II I I

tii

)

J ,,"


1.0 GRAIN SIZE -

kest�% +3 I % GRAVEL % SAND I % SILT I % CLAY I0 -B 0 0 0.0 46-0 54.0

LL PI 085 060 D0 030 015 D10 cc Cu

* 0.11 0.08


*Purple & Brown Sandy Si]t�


Project: Savannah River Site Task 12 Tested by: fE5

0 Location: FB-1 SS-19 @ 34 Ft. Reviewed by:)eLg




C

C

C

C �-. C C4co0

i00

90

80

70 cc z "z 60 LA.

z 50 ILl

W 40

30

20

10

0

C

100

.)200 10.0 0.1

mm

0.01 0.001

j

; 111IN I 11 1 : IIII

iVC 0

[ I , ' • •II I •,l lilIW

o 0 °


0 Cu

o 0 qw D


ITestI% +3" 1 % GRAVEL % SAND I % SILT I % CLAY I1 "0 0.0 0.0 BO.6 19.4

LL PI D85 D6 0 D50 D3 0 D15 D1O Cc Cu

0 0.42 0.22 0.18 0.122

MATERIAL DESCRIPTION USC5 AASHTO.

* Red Brown Silty Sand

Project No.: 50161-5-5756 Remarks: Project: Savannah River Site Task 12 Tested by:Ng.3

0 Location: FB-1 SS-24 @ 41 Ft. Reviewed by:JM




CC CC

C -� �

- ....-..0 o a

�. a C':

100

90

80

70 cc

60

z50 UJ

W 40 0

30

20

C

C U

100

.)0 L 200 10 .0 0.01 0.001

I M.. en

I

GRAIN SIZE DISTRIBUTION TEST REPORT.

100

90

80

70 ar

z "z 60 LL

z 50

w 40

3O

20

10

0 0 0 (ej -9 CD

1.0 GRAIN SIZE

T-estl% +3" 1 % GRAVEL % SAND I % SILT 1 % CLAY* 3 0.0 0.0 79.5 20.5

LL PI D85 D60 D50 030 D15 D10 Cc Cu * 0.39 0.20 0.17 0.114

. MATERIAL DESCRIPTION USCS- AASHT-0-

* Red Brown Silty Sand

Project No.: 50161-5-5756



Date: November, 3. 1995


LAW ENGINEERING, INC.

Remarks:

Testea by: 14r6

Reviewed by:?L

Figure No.I1_______

C CC*

1C C C

0 1W 0 CV

D Ni i ,, , ,

•1111~~ a :: Ii

LLll I

0)

200 100 10.0 0.1

- mm0.01 0.001

GRAIN .SIZE DISTRIBUTION TEST REPORTC

C C C N. C

- .� I N.

P1 - - P1

200 100

c(

"10.0

0

100

90

80

70

C; 0 0 0 0

(V q D - C

1.0 0.1

GRAIN SIZE - mm

frestI% +3" 1 % GRAVEL % SAND* -A 0.0 0.0 84.9 15.1

LL PI D05 D60 D5 0 D30 DO5 D1o Cc Cu

* 0.48 0.33 0.29 0.211


* Brown Silty Sand

Project No.: 50161-5-5756 Remarks: Project: Savannah River Site Task 12 Tested by: j


Reviewed by:K



LAW ENGINEERING. INC- Figure No.

C

ID'S � 'S 'S 'S 'S

I.- - _______

tT hij z60

z 50 W

w 40

30

20

10

0 II10.01 0.0011.

)

I

I I • CLAY I% SILT

GRAIN SIZE DISTRIBUTION TEST REPORT C

C CC

Ci 0 0

to - M Cq MV .1 0 0

1.0 GRAIN SIZE - mm

frestl% +3"1 % GRAVEL % SAND % SILT 1 % CLAYI* -13 0.0 0.0 90.8 9.2

LL PI D85 0 D60 D50 D30 D05 Dio Cc Cu

_ 0.78 0.52 0.44 0.309 O.1758 0.1035 1.77 5.0


* Red Br-own Silty Sand

Project No.: 50161-5-5756 Remarks: Project: Savannah River Site Task 12 Tested by: HL0 Location: FB-l SS-35 @ 5B Ft.

Reviewed by:2Lt•


GRAIN SIZE DISTRIBUTION TEST REPORT LAW ENGINEERING. INC. Figure No.

4 C~tA

90

80

70 Cr

" 60 LU

I-z•50 W

w 40

30

20

10

I. III.) 01

200 100 10.0 0.1 0.01 0.001

i)

-ELL __K__ 1

I I


0 0 tu * 0 (0

1.0 0.1

GRAIN SIZE - mm

1 % SILT I % CLAY* 5 0.0 0.0 80.8 19.2

LL P• D 060 D5 0 D30 0151 Do J cc Cu

0 0.39 0.24 0.20 0.135

MATERIAL DESCRIPTION USCS .AASHTO

0 Tan-Brown Silty Sand

Project No.: 50161-5-5756




Remarks:

Tested by: g463

Reviewed by:'e1.

Figure No.

Cý

C

Cu C C N.

C CC C - .� �v m 0

o a Ir 0

C'J

100

90

8o

70 q:

z , 60 IL

Iz 50 w C-) 01

w 40

30

20

10

0•)

200 100 .10.0

SGRAVEL % SAND

0.01 0.0011'

.)



SI I- 1 1 iN I ll I lllA III1 1 Illil :1II ! 11 V 1111l 1I

H Hll I ll. I 1 11 1.11 1 1 Si i~ l Illl I lll I

11 -ilI i t i 1 -

d -


Cý C C C C C 1. C C, D

-e e - -S .. 0 00 I - U C - (

1.0 . 0.1 GRAIN SIZE - mm

[TestI% +3" % GRAVEL % SAND % SILT I % CLAY I-* i 0.0 0.0 79.o0 21.0

LL PI D8 5 D60 D50 030 D15 D1O Cc Cu

S0 0.99 0.63 0.54 0.310


*Brown Silty Sand

Project No.: 50161-5-5756


* Location: FB-i SS-39 @ 64 Ft.

Remarks:

Tested by: p46Z

Reviewed by:('

Figure No.

100

90

80

70 hi

, 60 LL

z•50

w 40

30

20

10

0L SIlII200 100 10 .0 0.01 0.001

)Date: November 3, i995



- . ..1 1. . ..

i l ll .. ..• •I I I

i II~i l itl II

GRAIN .SIZE DISTRIBUTION TEST REPORT

100

90

80

70 cr

" 60 Li.

z 50 IuJ

Lw 40

30

20

10

C

£0

C

4"

CU

(SJ

oLJ1[ 200 100

C CC

C -� Iv�

N NN -4 (1 -. I')

0

10.0

% GRAVEL

0 0 0 oU o ( •J•o a

q0 C (


*1 % SANfl

0.01

I ?�STIT

0.001

1 12 0.0 0.0 85.9 14. 1'

LL PI D85 D60 D50 D30 D15 DO0 Cc C'u

0.85 0.41 0.30 O.163 0.0993

MATERIAL DESCRIPTION ... USCS AASHTO

0 Yel]ow-Tan Silty Sand

Project No.: 50161-5-5756






Remarks:

Tested by:146l

Reviewed by: Leb

Figure No.

IrestI% +3" I

I fl It

1:111 IJ . a : .. .I

a1 11

z 1,,o

a| ||-

)

Sr.lAY


1.0 0.1

GRAIN SIZE - mm

fTest% +t3"1 % GRAVEL % SAND I % SILT I% CLAYI"* 15 0.0 0.0 86.9 g3.I

LL PI D85 D60 D50 D30 D15 D1o Cc Cu

J 2.02 0.33 0.28 0.190 0.1058


0 Re d B-o-w'n S~iIt y Sand


Project: Savannah River Site Task 12 Tested by:HgT

0 Location: FB-1 SS-44 @ 71 Ft. Reviewed by:kL17




C

C

C

100

90

80

70 cc Lu z "z 60 LL

z 50 u w 4

30

20

10

0Ll 200 100 10.0 0.01 0.001

)

1 7 all 4-1 -11 I I Ir

.D C. 0 :ý 0 0 CV0 0 0

I

GRAIN SIZE DISTRIBUTION TEST REPORT C~~ C' CC

V CV C0. 0

0.1

SIZE - mm

kestl% +3" I % GRAVEL % SAND I % SILT I % CLAY I0 1A 0.0 0.5 86.7 12.8

LL PI 085 060 D5 D 3 0 DJ5 DIO cc Cu

* 0.42 0.28 0.24 0. 167 0.1052


0 Tan Silty Sand


Project: Savannah River Site Task 12 Tested by: 1q3* Location: Fb-1 SS-48 @ 77 Ft.

Reviewed by: JEL'




/

i00

90

80

70LC W z z60

z 50 I.L

w .40 E

30

20

10

0200 100 10.0 1.0

GRAIN

0.01 0.00i

)

II~d E .: I I Hil


V 0 0 0 0 0 IT 0

Cu(J ~ 0 - (

7I Tr


tTsst % +3" % GRAVEL % SAND I � SILT I % fli AY*0 17 0.0 0.8 88.4 1 10.8

LL PI D85 060 D50 D03C D1 D10 cc C u 0 0.84 0.54 0.46 0.225 O.1209


0 Brown Si]ty Sand

Project No.: 50161-5-5756






Remarks:

Tested by: 1E3

Reviewed by:$?L&

Figure No.

h, C

Cu

(Vi -I

Cý C'

F.100

90

80

70 a:

" 60

z 50 0 w 40

30

20

10

,CC1

10.0

01200 100 0.01 0.0011-

)

i ll Ii It I lll _M I ~I~ Ii: V .l, i

AI Mlt IIII: II:1' 0 1

I ~l Ii Iii EI I Ni,1: 111J H 1 l~ I Kli P

I


o V o o V~ (D

.~0


ftesti% +3" % GRAVEL % SAND % SILT I % CLAY I* -iO 0.0 0.0 7.3 92.7

LL PI D85 D60 D50 D30 D15 D10 Cc Cu * I _


* Tan-Sandy Clay.


Project: Savannah River Site Task 12 Tested by: I4•3 * Location: FB-ISS-54 @ .54 FT.

7 -. " Reviewed by: fL~k3




C C

CU

100

90

80

70 i,,

" 60

z 50 w

L 40

30

20

10

0

C CC

C -� �v0

�.- -.--.- - m

10.0

.)200 100 0.01 0.001

.1

- n 6 V

: ." , , i 12q


o o 0 0

1.0 . 0.1

GRAIN SIZE - mm

TestI% +3" % GRAVEL .1 % SANDt13 0.0 0.0 71.1 1 28.9

LL PI D85 D60 D50 D30 D15 010 Cc Cu 0 0.92 0.35 0.28 0..105


6 Brown Silty Sand

Project No.: 50161-5-5756 Remarks: Project: Savannah River Site Task 12 Tested by: •

6 Location: FB-1 SS-55 @ 8B Ft.

Reviewed by:)Lt




C

40

C

rn C,

• C i...

I !(~

o a

I00

90

80

70 ar ILli w z 60

z 50 W C-, a: 40 0

30

20

10

0 1 20~0 100 10.0 0.01 0.001

.)

i li INI 1' •: 111!: 1 1:1

i~~~~~ lllFiIIrl iIi I i~~ ~ ~ qli ! 11 Ii

5 V CV M

C9 (n

ISCI AY


o o 0 0 CU C' D


kTestl% +3" 1 % GRAVEL % SAND I % SILT 1% CLAY* 16 0.0 0.0 92.4 7.6

LL PI D8 5 060 D50 D30 D1 5 DIO Cc Cu

0 0.88 0.47 0.40 0.289 0.199810.1123 1.58 4.2


0 Tan Si]ty Sand


Project: Savannah River Site Task 12 Tested by: #gj

* Location: FB-1 SS-57 @ 91 Ft. Reviewed by:xzs




C

C

e.n 4V

C CC C -� N�

.' N.'.� .�(I -t'�100

90

80

70 cc w

" 60 tL

z 50 w

w 40

30

20

10

ob o

I N ,!

[I I H L II

a i

i II0)200 100 10.0 0.01 0.0011.

)

i

GRAIN SIZE DISTRIBUTION -TEST REPORT

0 0 0 0 -~ 4V . D

o o �. C.

(,J

..)

ITestl% +3" % GRAVEL % SANfl* 210 0.0 0.0 68.4 11.6

LL PI D8 5 060 D50 30 D05 D10 CC' Cu * 0.59 0.34 0.29 0.200 0.1179


S..Tan.si3ty Sand_

Project No.: 50161-5-5756 Remarks: Project: Savannah River Site Task 12 Tested by: HE3 * Location: FB-1 SS-60 @ 95 ft.

Reviewed by:•L•



C C

� En

C

"3C

CCC

'.- I.-


90

80

70 a:

" 60 LL

z 50 w

w 40

30

20

10

200 100 10.0 0.01 0. 00 1

IIII ~~f I1I6• illI I sI 1 1 ll l l


0 0 0 (U 'q CD �) ,Y

-1 ('J

0.1 0.01 0 .001.

I -� � - I -. I £�j c�Jfl I % SILl I % ULAC

S18 10.0 0o0 86.4 6

LL P1 D8 5 060 D5 D03 0D15 D0 cc Cu

* 0.64 0.30 0.23 0.153 0.0910


0 Tan S-i-ty Sand

FProject No.: 50161-5-5756



Date: November 3 1995


LAW ENGINEERING. INC-

Remarks:

Tested by:#

Reviewed by:f&

Figure No.-I

1.0 GRAIN SIZE - mm

C

C

* (U C �

q ° .. C

100

90

8o

70 Cr

z z 60 LL

z 50 LU

w 40

30

20

10

0200 100 10.0

.)

I[ I IN 1:, Rill II IHI! I I lll I II

i lll\1:11 -H :1114, H E:ll \lli

If

SqAMno/ ("l--] ^ 1,,l'r" 1l-,-__•_l,=r ,-•,, I


o 0 - N 0 0

1.0

o a q 0

N

0.1 0.01 0.001

GRAIN SIZE - mm

MATERIAL DESCRIPTION

Project No.: 50161-5-5756






Remarks:

Tested by:#t3

Reviewed by:eLff

Figure No.

C

Cn

* N C C - C

C C

100

90

80

70

C

N4

10.0

a: W z "z 60 i,

"z 50 w .U

u 40 0-

30

20

10

0200 100

) II

H I IN

M CU

!I ' VI11 1


0 0 CD

1.0 O.1 GRAIN SIZE - mm

fTest % +3" 1 % GRAVEL �1% SAND I % SILT ICA * 20 0.0 0.0 92.7 7.3

LL PI D85 D60 D50 D30 D15 D0O Cc Cu 9 0.93 0.49 0.41 0.284 0.1856 0.1240 1.33 3.9

MATERIAL DESCRIPTION USCS . AASHTO

0 Tan Silty Sand

Project No.: 50161-5-5756 Remarks: Project: Savannah River Site Task 12 Tested by:#E

* Location: FB-1 SS-67 @ 106 Ft. Reviewed by:pas




c

C Cý

en

C

C"0 C o o

100

90

80

70 Cl

60 IL

z 50 Ul

-3O w 40

30

20

0I200 100 10.0

S... .........- I *. '. "..........L_ __ _ _ _ __L......... '_ _ _ _ __ _

0.01 0.001

a q~i i [ I f fH \I Ii ,,JM i~I Nilii

I .-[ f II 1 :! 1i 1.. ..

I

M C

• t 1 1:

.I % CLAY% SAND


0 0 0 0 o u IDa

1.0 GRAIN SIZE - mm

Iestl% +3" 1 % GRAVEL01 3 o0.0 1.4 B9 .6 9.0

LL Pi 085 050 030 D15 010 Cc Cu

0 0.84 0.50 0.42 0.290 0.1730 0.0877 1.91 5.8


0 Light Brow hSJ)ty Sand


Project: Savannah River Site Task 12 Tested by: P5-r

* Location: FB-1 SS-71 @ 112 Ft. Reviewed by:,•AL6




CC

en

c C

C, V It 0

-CY

100

90

80

70

z 60

z 50

Cc w 40

30

20

10

01 II1:200 100 10.0 0. 1

% SAND

0.01O 0.0011.

% SILT I % CLAY

)

Ill !:4I I A. : i1 I 'll~~l -1 IH I i1 I '

III

% SILT CL

u cq

I

)

I

GRAIN.SIZE DISTRIBUTION TEST REPORT CC C C

V CU a-. ID

- - - -~

10.0 1.0 0.1

GRAIN SIZE - mm0.01 0. 001 t

ITestI% +3" I % GRAVEL % SANDO2 00 0.2 87.9 I 11.9

LL PI 085 060 D 030 3 015 oDo cc Cu 0 1.20 0.60 0.50 0.329 0.1454

MATERIAL DESCRIPTION USCS AASHTO 0 Light Brown Silty Sand

Project No.: 50161-5-5756 Remarks: Project: Savannah River Site Task 12 Tested by:f * Location: FB-1 SS-72 @ 113 Ft.

Reviewed by•g9 1•


LRAWN SIZE DISTERIUTCON TEST EPOeT LAW ENGINEERING. INC- Figure No.

100

90

80

70 ar w " 60 LL.

z 50 w

Ir w 40

30

20

10

0 IIF200 100

)

i li F , i l " , ll l ilI 40 li en %.II %1i -ll6 V. f

11li H II !i ili I

v

I % CI AY

10.0 i.O . 0.1 0.01 GRAIN SIZE - mm


Project No.: 50161-5-5755 Project: Savannah River Site Task 12 0 Location: FB-I SS-75 @ 1-Ft.




Remarks:

Tested by: 14

Reviewed by:)eL-s

Figure No.

.)

.)

100

90

80

70a: w

60 LL

I-z 50 It/

w 40 M

30

20

d0

0 LJOi0 200 100

0.001

GRAIN SIZE DISTRIBUTION TEST REPORT C C "I

C) a "V No 0 0 '0 0 M 0 100 M. 4- -Cq i ft ft.

90

80

70 a

60o LiL

z 50

2

20

20 L ) 200 JO0 10.0 1.0 0.1 0.01 0.00O

GRAIN SIZE - mm Test % +3" % GRAVEL % SAND % SILT % CLAY * 4 0.0 0.4 80.8 18.8

LL PI D8 5 060 D5 0 D30 D1 D1 0 cc Cu S0.28 0.18 0.16 0.1i8


* Yellow-Tan Sa-lty--Sand

Project No.: 50161-5-5756 Remarks: Project: Savannah River Site Task 12 Tested by:,/er


Reviewed by:?Ld



GRAIN

100 M CY

90

80

70

60

50

40

30

20

10

0 200 100

SIZE DISTRIBUTION TEST REPORT C

-4 CV 0 7 . W 0 w0 I 4. A .

- -.~ ., ... ,. -m . -

I10.0


Project No.: 50161-5-5756 Project: Savannah River Site Task 12 0 Location: FB-I SS-8o L 127 Ft.




Remarks:

Tested by: Hfr Reviewed by: le.It

Figure No.

N)

bJ C11 z

z Lii

w o3

-6ql,

I1.0 0 1.

GRAIN SIZE mm

1T

0.010.001

GRAIN SIZE DISTRIBUTION TEST REPORT C C>

C7 1 . .0 0

I- ii' T( 71111 1' 1 1] Ivm Tvrr-

1.0 GRAIN SIZE - mm

0.1 0.01


Project No.: 50161-5-5756 Project: Savannah River Site Task 12





Remarks:

Tested by: YET

Reviewed by: gaL

Figure No.

100

90

80

70

",- 60

z 50 W

Ir w 40 a

30

20

10

_)0 1 1 200 J00

0.001

)


C CC

('UU W-W fn 'm- -~ %0 0%. 0 '

1.0 GRAIN SIZE

trestl% +3" % GRAVEL % SAND

I . . . . . .. . . . I . . . . . . .

0 9 0.0 0.0 86.9 J3.

f LL PI D85 D60 D5 0 D30 D15 D1o Cc Cu 1 0.26 0.18 0.16 0.129 0.0944


0 Yel]ow-Tan Silty Sand

Project No.: 50161-5-5756 Remarks: Project: Savannah River Site Task 12 Tested by:t•1

* Location: FB-1 SS-85 P 134 Ft. Reviewed by:gZe




00

90

80

70 a:

" 60 L

z 50 w

w40

30

20

10

..)0 : II1I 200 100 :10.0

S... ... i irri90.1

- mm

0.01 0.001'

'1111~ ~~~ q II "i lllI

tI

I • r., AY

'i .J


0 0 0 0 a a W N

36 -6 f

1.0

GRAIN SIZE -

ITest.I% +3" 1 % GRAVELS*8 00. 0.3 83.9 15.8

J LL PI D85 D60 D50 D30 D 1 5 Dio cc Cu

_ _0.22 0.17 0.15 0.118

MATERIAL DESCRIPTION USCS, AASHTO

SBrown Silty Sand

Project No-.: 50161-5-5756 Remarks: Project: Savannah River Site Task 12 Tested by:#HfT * Location: FB-1 SS-86 @ 136 Ft.

Reviewed by: fLz'


GRAIN SIZE DISTRIBUTI.ON TEST REPORT LAW ENGINEERING, INC. Figure No.

C

'a

* N C C N.

4') N -.

C C= CV

in0

100

90

80

70Cr

z "z 60

z 50

w .40

30

20

10

) 01 III1200 100 10.0 0.±

mm0.01 0.0011

)

I I • CLAY% SAND


C C C C _ C *- • ( C

1.0 GRAIN SIZE - mm

ITestI% +3" % GRAVEL % SAND % SILT* 12 00 1.5 77.7 20.8

_LL PI 085 D60 D5 0 D03 015 Djo cc Cu * 0.24 0.17 0.15 0.112


* Yellow Silty Sand

Pro)ect No.: 50161-5-5756 Remarks: Project: Savannah River Site Task 12 Tested by: S * Location: FB-1 SS-89 @ 140 Ft.

Reviewed by:/?Lg


GLAWN SIZE EISTRIBUTIN, TEST NEPORT LAW ENGINEERING. INC. Figure No.

IC

100

90

80

70 cc

z "z 60

z 50 w It/

w 40

30

20

10

0.)200 100

I I

10.0 0-1 0.01 0.0011.

11 a!i • I I I I Hl: Vll~ 11 11 i l l r a l l iI i l l l!

CYo 0 0 0

I • CLAY

GRAIN.SIZE DISTRIBUTION TEST REPORT Cu

C C:)

- .. -- - ~ i~w 0 0 0 0 I ~ ~ ~ ~ c (D.~ . ~ U ~ W(

�N)

)[TestI% +3" % GRAVEL % SAND % SILT i% CLA 116 0.0 0.0 59.9 30. 1

LL PI 085 D60 D50 030 DJ 5 D10 Cc C:

0.23 0.16 0. 14


* Yellow-Tan Silty Sand

Project No.: 50161-5-5756 Remarks: Project: Savannah River Site Task 12 Tested by:g13

* Location: FB-1 SS-91 @ 143 Ft. Reviewed by:9L•

Date: November, 3. 1995


LAW ENGINEERING. INC- FigUre No.

1.0 0.1

GRAIN- SIZE - mm

100

90

80

70

z Ii. "z 60

_50

30

20

10

o II 1200 100 1 .0 0.0i

.)

i I 1:1 H II111.1 .illl!

I11• •lll Hlr lHI

Iv

GRAIN SIZE DISTRIBUTION TEST REPORT Cý Cý C . Cý a S..1 CV 03 0 0 0 0 0 0

CD %, '.. V - ICU In CD

1.0 GRAIN SIZE - mm

- I-.. - .. IIfesttlX +3 1 % GRAVEL

* 14 0.0 0.0 62.9 37.A

LL PI 085 060 D50___ 030 D15 010 Cc C u * 0.23 0.14 0.11

MATERIAL DESCRIPTION USCS ... AASHTO *Tan Silty Sand

Project No.: 50161-5-5756 Remarks: Project: Savannah River Site Task 12 Tested by: qE3 0 Location: FB-1 SS-92 @ 145 Ft.

Reviewed by:/d




)

.)

100

90

80

70CE

" 60 ILL

z•50 tU w 4 uJA

30

20

10

0L Ill200 100 10.0 0. 1 0.01 0.001,

I

II SSAND I oz r'f A vS£TI T

IM

I H

I . . IW


C CC z Cu- V - -

en C M C**. M . - . z

1.0

GRAIN SIZE - mm

pestl% +3 1 % GRAVEL0 15 0.0 0.0 55.8 43.2

LL PI D8 5 D60 D50 D30 D15 Die Cc Cu * 0.29 0.13 0.09

MATERIAL DESCRIPTION USCS AASHTO 0 Brown Silty Sand

Project No.: 50161-5-5756

Project: Savannah River Site Task 12 * Location: FB-1 SS-96 @ 151 Ft.




Remarks:

Tested by: Ae5r

Reviewed by:JPt

Figure No.

100

90

80

70

" 60 LL

50

w 4 C-,

30

20

10

. .. 1. I I 11 I I1 11" 1 1 1 1 1I1

200 100 10.0 0.i 0.01 0.001

I

K I 111 1 1 111 i~~~~ alill Ir fir•, llll

) 0o : III•v

I5• SANr) I o/_ •, ^v ISqTI T

Figure No.

'1

100

90

80

70 Cr

w 6• 0

L

30

20

GRAIN SIZE DISTRIBUTION TEST REPORT ý CC

C C C. C ý00 V C.. - V~ a) 0 0 0 '~ 0 11 11 a U -V (D -

0 L: I V200 100

iiestl% +3" 1

10.0

SGRAVEL

1.0 GRAIN SIZE - mm

-B 0.0 0.0 97.4 1. 9 ,u 0.

LL PI D85 D60 D50 D30 D1 5 D10J Cc Cu _ _NL NP 0.33 0.21 0.19 0.148 0.1194 0.1084 0.95 2.0

MATERIAL DESCRIPTION USCS AASHTO * Light Tan Poorly. Graded Sand SP "-A-3

Project No.: 50161-5-5756 Remarks: Project: SRS Task 12 Tested by:E/-l • Location: FB-2 ST-3 @ 7 Ft. Reviewed by:,b

Date: January 23. 1996



0.1 U I �Er 0.01 0.001

)

40 Mli CV -II M• ' -3k% 6 V 1

L.ý&-Jv

I IS.£ANn nZ PI A VSC;TI T

RESULTS

C. ksf 0

4, deg 36.5

TAN 4 0.74

..)

_.. . . . . . . . . . . . . .

1.50Normal Stress. ksf

0)

0)

U3 (D L

(n

L

4j

0

9.00

7.50

6.00

4.50

3.00

1.50

00 5 10 15 20

Axial Strain, %

TYPE OF TEST: Consolidated drained

SAMPLE TYPE: Undistrutbed

DESCRIPTION: Light Tan Poorly

Graded Sand

Ll L= NL PL= NP PI=SPECIFIC GRAVITY= 2.55REMARKS: Tested by:

Reviewed by:

FIG. NO.

SAMPLE NO. 1 2

WATER CONTENT, % 3.2 5.6 SDRY DENSITY. pcf 92.8 93.4 SSATURATION. % 11.1 20.4 • VOID RATIO 0.735 0.705 Z DIAMETER. in 2.87 2.86

HEIGHT. in 6.00 6.00

WATER CONTENT, X 30.B 29.2 DRY DENSITY. pcf 89.1 91.2

wSATURATION. 1 100.0 100.0 H VOID RATIO 0.785 0.745

'DIAMETER, in 2.91 2.90 < HEIGHT, in 5.98 5.99

BACK PRESSURE, ksf 4.32 4.32 CELL PRESSURE. ksf 4.82 6.32 FAILURE STRESS. ksf 1.52 5.85

PORE PRESSURE. ksf STRAIN RATE, %/min. 0.100 0.100 ULTIMATE STRESS. ksf

PORE PRESSURE, ksf 01FAILURE. ksf 2.02 7.85 cr3FAILURE, ksf 0.5 2

CLIENT: Savannah River Site

PROJECT: SRS Task 12

SAMPLE LOCATION: FO-2 St-3 @ 7 Ft.

PROJ. NO.: 5016155756 DATE: 12/19/95

TRIAXIAL COMPRESSION TEST


4.50

.4j In

U)

L

a) .1Z U)

3.00

1. 50.a..!-!-a.-]-- .a-.!. ..

00 3.00 6.00 7.50 9.00

)

- -.- .... ....". --.

. ..

. ... ...i i - . . . 1 , 9 .

I -....

FIG. NO.

........... . ... *...:...*.. .....-'i .. .....!

..............

...:......:...:...

..:.?...?.

I �: r � I 1� t I - F 4 �- -'-'-i--a- � I / .a..I

.a..a..a...a.

.. ..+ ..;.. • +.+. +

........... .!.. !.. ..

4.50

.....; .;..:..I.. ..•. •. ....i..i.... :.. .. . . . . .. .. . . . . . . : : : ~~~~~~~~. ........:....:: :: :: :: :: :: :: : .i .li .iiiiiil .ii .ii!i . ii . i

..:+.:.+:.+:

/

AL 4.3 C', €0

0

C,

.0

6

.5

3

.5

0

......... ..... ........ ....

.. . ..... -....... ......... -.. . ........ •......... ..........

S.... ........ .................. . ........ i......... .........

" ". . . .. .. ... ..... .. . . ...

... ... ........ ........ ........ -. . . .

51 0% 15% 20%

7.5

6

4.5

3

1.5

01

:. .. .................. ................. ........

......... 2....... ........ ...... ........ ...... .. ....... ........ S........ •........ . . ........ ......... ......... ........ ......... :.........

5% 10% 15% 20%

A 1 .... .... ......... i....................... .. S. ....... .." " ........ ........ .......... i ........ ......... . . . . .

S. ............., . .... .• ........, ......... ........1 .........i. ........ S. .............. i........ ............. ......... i......... ..... ... " ....... ......... ........ ......... ........ .......... .........

S% 10% is% 20%

3.00 Stress Paths, + indicates end of test location Peak Strength Total

a= 0.0 ksf .... .... Oi.. . . . c< = 27.6 deg

2.00 tan o( 0.52

.4.

2 .00

0

0 1 .00 2.00 3.0 0 4. 00 5.00

p. ksf C2lent: Savannah River Site Project: SRS Task 12 Location: F8-2 St-3 @ 7 Ft. File: 5756C Project No.: 5016155756 Page 2/2

5.00 7.00

Fig. No.

'aCi)

1

C(0n

03 % EL a

L 0 -I.

03

03

I)

...........

.............

................

..............

6.00 7-00

Fig. No.

I I I I

I

II

.. . . .. ...... ... ... . ... .. . .......... .. . . . . . . . . . .

S. . ..". ....... ........ :........ ......... ........ ........ , ........

5% 10% 15% 20%

I

. ..............

...........

..........

.................

.................

..........

..................

.................

...........

GRAIN SIZE DISTRIBUTION TEST REPORTC CC

fn C N C 0 0 wkli

0 0 0*0

11__ ...._______ .- I. . . . .".. . . . .1.....

0 1- Illt10 .0 1.0 0.1

GRAIN SIZE - mm0.01

Trestl% +3" 1 % GRAVEL0 _20 0.0 0.0 76.5 1.6 21.9

LL PI D85 D60 D50 D30 D15 D1 0 Cc Cu 0 35 19 0.61 0.31 0.24 0.126

MATERIAL DESCRIPTION USCS AASHTO * Reddish Brown Clayey Sand SC A-7-6(0.8)

Project No.: 50161-5-5756 Remarks: Project: SRS Task 12 Tested by: * Location: FB-2 ST-6 @ 13 Ft. Reviewed by:




IDi00

90

80

70 Cr z 6 " 60 LL

z 50 w 40

30

20

200 100 0.001,

)

Jil-

!fv

SrJ AYSSAND

1.50 2.25

Normal Stress, ksf

6.00

5.00

10

L

cc

.3-i

1L

0

0J

4.00

3.00

2.00

1.00

0 0

AIZl•!

5 10 15 20Axial Strain. %

TYPE OF TEST: Unconsolidated undrained

SAMPLE TYPE: Undistruoed

DESCRIPTION: Reddish Brown

Clayey Sand

LL= 35 PL= 16SPECIFIC GRAVITY= 2.72

PI= 19.0

REMARKS: Tested by:

Reviewed by- /"

FIG. NO.

SAMPLE NO. I

WATER CONTENT. % 15.4 DRY DENSITY. pcf 114.B

- SATURATION, % 87.5 SVOID RATIO 0.479 Z DIAMETER, in 2.85

HEIGHT. in 6.00

WATER CONTENT. % 15.4 DRY DENSITY, pcf 114.8 I SATURATION,

6 87.5 SVOID RATIO 0.479 SDIAMETER, in 2.86 SHEIGHT, in 6.00

BACK PRESSURE. ksf 0.00 CELL PRESSURE. ksf 1.56 FAILURE STRESS. ksf 2.19

PORE PRESSURE, ksf STRAIN RATE, %/min. 1.000 ULTIMATE STRESS. ksf

PORE PRESSURE. ksf 01 FAILURE. ksf 3.75 <3FAILURE. ksf- 1.56



SAMPLE LOCATION: FB-2 St-6 @ 13 Ft.

PROJ. NO.: 5016155756 DATE: 12/19/95



2.25

)

u)

U,f L 4j

L

1.50

0.75

R E SUL TS'.... . .... .. . !"i . ........

C. ksf -00

"": .... .... C, k f "' ... i~ i~i....i~ii"• ... •"!""• ... ..i.•.. ... •""•.•..--.i.i.. ... i-i....• ... •.-•-i...............

TAN .. .

' • . . . • ! • .. . • " • " • .. .i. ....i ~ ..... i i .. . i i .... .i " . . .. ! .... i. i -i . .

... ....

• ...:: " ... ::- /- ... --.- ... .n .n -:-- -•+ - ... •..•- ..• .i . .. i..n..-.• .... ~n..L.

M ;: T: . . .9 . . i i i , - - - . .i I-- .. . - -- . . - - - . . - - - . . - -i ... .i - -ii.. .. l i s ti

44 .*

P U TS......

-'!"!--!--! . ... P IT

"'"""! ~~~ I I.. I!!.. ~ ii.. .i-.•.. G--i .. i.-i- .. •G -. i.. .i-.6:....•- .. •..iG.. -- ;. .. ;-G -• i~~~~~~~im I~i 'VTe. .yi . .i i . .i i !. . ! !. .• .., -. .-• --•:. . - -.i.. .• .-• . . .• ..• ..

00 0.75 3.00

.)

3.75 4.50

fil

I..:....;..;..

1.50 2.25Normal Stress. ksf

6.00

5.00

4.00

3.00

2.00

1 .00

0

-.;.. --... .. ;.. ..: -...... . ...: ..-- .,.-...-. :.. --

..:....:..:..; ~ ~ .:•..•.......- :.....: : : :

• .:. .-.: .:..; .;.. .... .. .. ......-. :- ,- - - .. -.... -.. ... "-, '".. ".. .... ... ... .... ....... '. .. ....

i ~ ~ ~ ~ .... ... .... :.. : i : : : :

0 5 10 15 20

Axial Strain, %

TYPE OF TEST: Unconsolidated undrained

SAMPLE TYPE: Undistrubed

DESCRIPTION: Reddish Brown

Clayey Sand

LL= 35 PL= 16 PI= 19.0

SPECIFIC GRAVITY= 2.72

REMARKS: Tested by:

Reviewed o:lby

SAMPLE NO. 1

WATER CONTENT. % 15.4 J DRY DENSITY. pcf 114.B

SATURATION, % 87.5 SVOID RATIO 0.479 Z DIAMETER, in 2.86

HEIGHT, in 6.00

WATER CONTENT, % 15.4 SDRY DENSITY. pcf 114.6 un SATURATION, % 87.5 - VOID RATIO 0.479

-DIAMETER, in 2.85 < HEIGHT, in 6.00

BACK PRESSURE. ksf

CELL PRESSURE, ksf

FAILURE STRESS. ksf

PORE PRESSURE, ksf STRAIN RATE. %/min.

ULTIMATE STRESS, ksf PORE PRESSURE, ksf

C1 FAILURE. ksf

C'3 FAILURE. ksf

0.00

1.56

2.19

i.000

3.75

1.56




PROJ. NO.: 5016155756 DATE: 12/1'

TRIAXIAL COMPFIESSION TES

LAW ENGINEERING.FIG. NO. LINt.. -

2.25

: : : : , : : : : , : : :"] ~ ~ ~ ~ ~ .... ..........." . . i ] i~ .. "i i i .... ..ii~ .....ii" " ... .. ..~~ .. " " " ..... ;-" .....

.4 ..i .i..;.. .. .. ., ..i .. .... - .-. .... '. i. i. i. i.. . -- -- - i . . i . .. .. . .. i .i .i .i. .. .J .. i...... . i. .: ".. ... ... ... ... .... ..

d egi. . i. . -- ~ - i. . . i .i . . .i . . i .. . . . i.. . i. . ... .. : .... .- . -.......... -.... .. .. i .; . .

.. .. .. .. . . i .i .i .i. ....i..i..i... .. i... i........ i... .. ..i.-." ......... .. ........... .. . ... .i...

.4U) a) L

4J

(j)

0) .Cd

1.50

0.75

00 0.75 3.00 3.75 4.50

cn

S

0"

L 4J.

0

)

) 9/95

T

FIG. NO. LI,4u -

.6500

SKELL

.0000 COMPRESSION

.6500

N)

_)

1.95

2.60

3.25

f-1 r-4 GJ 3:

U)

0

0 U a)

U L

Q.

4.55

5.20

5.85

1.40

C0 S, >

o"

1.05

.70

.35

.00

CONSOLIDATION TEST REPORT

0.1 0.5 1 2 5 10 20 Applied Pressure - ksf

Natural Natural Dry Saturation Moisture Density

81.4 % 15.9 1 J10.7

TEST RESULTS

Compression Index = 0.08

Project No.: 50161-5-5756 Project: Savannah River Site Location: FB-2 ST-6 @ 13 Ft.

Date: 1/22/96



50

J14.67 I 0.08 10.5s

MATERIAL DESCRIPTION Reddish Brown Clayey Sand

Class: SC

Remarks:

Tested by:

Reviewed by: L

3.90

1.30

GRAINSIZE DISTRIBUTION TEST REPORT

o 0 o cu VW CD -( C

1.0 GRAIN SIZE -

I .. Irestl% +3"1 % GRAVEL I ii c TI .. ...... ..... . I 0.0 0.0 63.5 6.6 1 29.9

LL PI D8 5 D60 D59 0 DO D 45 D4A C. C,

" I ... .... 44 27 0.21 0.13 0.11 0.005


0 Tan Clayey Sand .. Sc A-7-6-(3.8)

Project No.: 50161-5-5756 Remarks: Project: SRS Task 12 Tested by: * Location: FB-2 ST-7 @ 15 Ft. T d.

Reviewed by: j

Date: Dec. 11. 1995



C

,,0C

C"

*CU I C -C CC

C *-. �Y (U � -... N. N. ('2 -4I�I

0

100

90

80

70 cc w " 60

z 50 • 0 Cc,

30

20

10

Ili IIIII ,IA : : .\ il lf

1 ...1 H I IIl . A:i P ~.11;: 11 1:1i k=

ICl I& •6 W , .Iil. .

SII :) 01200 100 :10.0 0.1

mm0.01 10.001

)

S...

iw i 1"1 "I I'II

I SqANn aZ PI AV II '• C::TI T

4.00 6.00 8.00Total Normal Stress. ksf

Effective Norma] Stress, ksf

18.00

15.00

Y U)

L a.

4J Uo

4)

0

12.00

9.00

6.00

3.00

00 5 10 15 20

Axial Strain, %

TYPE OF TEST: CU with pore pressures


DESCRIPTION: Tan Clayey Sand

LL= 44 PL= 17 PI= 27.0SPECIFIC GRAVITY= 2.63

REMARKS: Tested by: l-k.i

Reviewed Dy:/"

FIG. NO.1�

SAMPLE NO. 1 2 3

WATER CONTENT, % 17.4 19.0 20.5 J DRY DENSITY. pcf 113.7 108.3 103.5 H SATURATION, % 103.1 97.0 91.9 SIVOID RATIO 0.444 0.516 0.586 z DIAMETER. in 2.85 2.87 2.84

HEIGHT. in 6.00 6.00 6.00

WATER CONTENT, % 17.1 18.0 1g.2 I DRY DENSITY. pcf 113.2 111.4 109.1

iSATURATION, % 100.0 100.0 100.0 S'VOID RATIO 0.450 0.474 0.505

D- DIAMETER. in 2.86 2.83 2.78 < IHEIGHT, in 6.00 5.98 5.94

BACK PRESSURE. ksf

CELL PRESSURE, ksf

FAILURE STRESS. ksf

PORE PRESSURE. ksf STRAIN RATE. %/min. ULTIMATE STRESS. ksf

PORE PRESSURE. ksf 71 FAILURE. ksf

Y3 FAILURE. ksf

2.89 2.88

3.89 4.88

10.03 0.14

0.100

5.99 2.64

0. 100

2.88

6.88

7.72

4.13 0. 100

13.78 8.23 10.47 3.75 -2.24 2.75




PROJ. NO.: 5016155756 DATE: 12/18/95



6.00

-4

if)

a) Sn

L

so (.)

Q) C. 0) r.

4.00

2.00

00

TOTALg EFFE TIV 34 •.L •. • I .:....•..I..L...-.-..4..... .. ... : -.... •.i.. i.... ..... ..i..• ... ' i . .... .... ..].. .... •....... : : : : : : : : : : : : •. : : . . . : "i " ] "i.. ..i ...- - -.. -... . C: : ::..:, , ...... J ....0 ..... ....L• ••I ii1ii:1 11 , i i : ! : : . . . . . . . : • . .. . . . . . . . . . . . . . .

T A N-- • - . .• - -.- ; .. .. - . . • . .; - . • ... .. 9; .; . . • . . , . .. .... .. .. .. -. i ~ : .. .,....J•....•. .• :H . ..... ....I....... ...... ...... -.•-i. . .I--!-- ....... ........- • -. . -;-.• • k .- ..... ;.;..•..•..;..i. .; . .. . ..., .. .. .L .. . , ,. ...... .. . ':••• ....lii••• ~. .;' ; .... ..""... .... • ....II• .... ." ' .• . : •

......... ... :.......:. ..... .•'- .!--.- ..... .... . ii.• %

: ":".. . " " " " '. " . . ..' '.. ." " ' ... .'.-•...... "" '". .. ." - "' .. ...- ''.- - " • ."T • E E • • ' T 'F F" " " " ' ' : : : :.. .: : : :. . " " ": . .. " " " : ::... .. ."" " .. .. • : : " " ........

"" • :'" ~ .T ' ."" " .r.. : ' .... i ".... i "i... .i i" ... .. ..... .i. . i" " "' ' i" . .. " - ". .. -- -. -- . ..-- -. -...

S.... .... .... '-•~~~~~~~~~~~~.... .-.........:: : :: :::: ::::': i• •'"i • i! !::.' "[•!T •:•.. ...... ..:i:::: :: ::i• ::]::i••. .. ........... ...'• .... ....• • . . . " " " . . " .' -•

2.00 10.00 12.00

)

S. . .i . . . i . . .. . . . . . ,.:-. -.1- :-.I -;-- -- :-- .. I. :.-: .:.. ..I .. ..- . .. -..

S. .. . i . . .. .... . . . i . .

.. ......... .. i . . . ...... .............. ....... . . . . ......... . . . .. .... . .. .

. . . . i . . . i . . . ... . . ...

) 5% 10%

12-

9

6

3

0

-3

15% 20%

L D U)

a) L 0.

L U)

U)

In

a) x wJ

5% 10% 15% 20% 5% 10% 15% 20%

6 0 Stress Path legend: Total Effective ----

4.00

2 . 00

00 2.00 4.00 6.00

n

Client: Savannah River Site Project: SRS Task 12 Location: FB-2 St-7 @ 15 Ft. File: 5756 Project No.: 5016155756

k Sf8. 00 10.00 12.00 14.00

Page 2/2 Fig. No.

-4

LI,

'Li-

a,

in 4IJ cc

0

I

.4U)

a) L

U. U)

w L

aa)

0

U) (D

x Wi

(0 (n

4.)

0 .I

'U

1a,

-3

Peak Strength Total Effective .... ................ .... .... .. .-.-- - .-- - - . , -.... ..... -. -.'.. --.------- .... .... - .- - --. ..... ......... .. , -.. ... ... ..i .l a 1.47 ksf 0.04 ksf CX = 16.6 deg .7 deg ........ . .... tan oc- 0.3 /-0.-5-7 _______

.. .. ..... .......... .....

... • + -. • . . .. ...... - .. .. -i..... . • .. --...... .... . -- =!.... . .. . .... ... .......i : .... .... ..- i -..... .

.... .... ...... ... ............ .. ... .... ... ..... .... .......... .... !!.... .... .... .... .......... ..... ........ S... L - . ". -.• /•.3 . . .. L .. ".... ... "... -:.... ... .... .... i..-.:.... -.-.. - .... .... L... ..... :.. -...... ..... . .... -.-............-... .... ..... .... -... -. . ...

.)

•.vv

Fig. No.

.. .. .. .. . .. .... .... .. ... ....

S........ -.......... I........ "........ .......... i........ .......... .........

S......... :.........., ........ i........ ......... ........ ......... .".........

S...... " • ... ..... i....... .......... ........ '......... i.........

.......... ... .. ........ ......... i.......... ....... ...........

.. . .. . . . . . .... .. .. . .. . .. . .

S......... -.. ....... ........ ,........ .......... 0 ........ ..... .... . . . .

I

Page 2/2

3 .........


OJ0 . W t c -. . - % V

*1 - - ~~'W qV

1.0 GRAIN SIZE -

rfestl% +3" 1 % GRAVEL % SAND

I S L I . . .. A...

0 [±8 0 0.0 69.6 B. 9 21.5

LL PI 085 D6 0 050 030 015 D0 cc C0U 0 38 16 0.19 O.1j 0.09 0.069

MATERIAL DESCRIPTION USCS AASHTO * Tan Brown Clayey Sand .... SC A-2-6(O.9)

Project No.: 50161-5-5756

Project: SRS Task 12

* Location: FB-2 ST-il P 25 Ft.




Remarks:

Tested by: E

Reviewed by: f4

Figure No.

I flfl

90

80

70cc rL

z "z 60 IL

F-z 50

w 40

30

20

10

.) 0o_ : III1200 100

S i10.0 0.1

mm

0.01 0.00i

)

!.IH~~ ~ A MI :r ! II 11 •,~~ ~~0

1[i ':: ~i : 11 :ii

ilv

I

!

I % CLAY

6.00 9.00 12.00Total Normal Stress. ksf

Effective Normal Stress. ksf

L

0L 4-,

18.00

15.00

12.00

9.00

6.00

3.00

00 5 10 15 20

Axial Strain. %

TYPE QF TEST: CU with pore pressures

SAMPLE TYPE: Undistruned

DESCRIPTION: Tan Brown Clayey

Sand

LL= 38 PL= 22 PI= 16.0SPECIFIC GRAVITY= 2.75 REMARKS: Tested by:

Reviewed oy: uLe

FIG. NO.

1±

SAMPLE NO. 1 2

WATER CONTENT, % 17.9 18.7 -J DRY DENSITY. pcf 100.7 99.8 H SATURATION, % 69.7 71.5 SIVOID RATIO 0.705 0.720 Z DIAMETER, in 2.84 2.85

HEIGHT. in 6.00 6.00

WATER CONTENT. % 24.6 24.1 I-DRY DENSITY. pcf 102.3 103.3

SATURATION. % 100.0 100.0 SIVOID RATIO 0.678 0.661 SIDIAMETER, in 2.83 2.82

PHEIGHT. in 5.97 5.92

BACK PRESSURE, ksf 2.95 2.85 CELL PRESSURE, ksf 4.95 6.85 FAILURE STRESS, ksf 7.27 11.03

PORE PRESSURE, ksf 2.12 2.53 STRAIN RATE, X/min. 0.100 0.100 ULTIMATE STRESS. ksf

PORE PRESSURE. ksf al FAILURE. ksf 10.11 I...i-5.3 ... <3 FAILURE, ksf 2.83 4.32



SAMPLE LOCATION: FB-2 St-1i @ 25 Ft.

PROJ. NO.: 5016155756 DATE: 1/26/96



9.00

*1

L 4.4 UW

L

4,. LI,

L,

6.00

3.00

TOTAL EFFECTIVE

C. ksf 1.04 0

*deg 29.0 34.101

TAN~ 0.55 0.68

i.... ii .... I ~i ... .... i...l ii • i i" ... i ... .ii . ..... .. i.L -. .,.. .. :

.. :..P•:.•:.• ..!•...... ...........•." .` • •L I L .•. i.i.•.. ..... .. • . i.I .. L N • . . . .; .; .;.i . .,.:.:.:.

• i.i.. ...i.j .i.i.. ....... i .... ..i........ w:: : .3 11 11 "" T•: A in::: S O:: : : :::"•• ::: : ; is; as;

41:":

00 3.00 15.00 18.00

)

...i.•. "N OW.:.ii.I..Li..

S AN-.i-F -!- !-L -i.-!-F -i..!

...--.........

FHTT V'" " " '

; T.o.i.i.

I.. ..i....i...

...)

5% 10%

5% 10%

15% 20%

15% 20%

5% 10%

5% 10%

15% 20%

15% 20%

A . Stress Path legend: Total- Effective ....

4.00

2.00

0 0 2.00 4.00 6.00 8.00

p. kif C]lent: Savannah River Site Project: SRS Task 12 Location: FB-2 St-i1 @ 25 Ft. File: 5756E Project NO.: 5016155756 Page 2/2 Fig. No.

'4U)

0_ L :3 D Ln to I

L L 0

w

L 4J in

L 4..

0

S. .... .... ........ .................. :....... .......... .........

3.

. .:. . . . . . .

S. .....- .... .. . ......... -........ ......... ........ ........ .........

3' :

12

a) L

U) U)

0

a)

0 11

U) U) (1) u x wl

() 4) •0

4J U)

0

.4-

_)-3

PekSrnt oalEfcie .. . . ..... S.... i ~ r Y ~ ".. .• > T t i • •• t i• ..... --i---> -i ... ...... .--.--... --. .... ..... !----..-.:.... a =.. ... .:' 0:. . • . . . 1 :s 0 . 02, : ... ... ... .. ... ... . ... ................

S.... •. .. • ............-................ .... .... ................• •. • t a c x 0 .4 8 7 • • • " • . . .. ' ' " : ' : " ... ... .... .. ...-- - - - -- - -. -- ----.-.

.. . . .. . .! " ." ' " ..- ....". . ...... ......."'• . .. .. ...... "."'.-..'-' - ..-.--. - - I - - . - -:- .- . -. . . ... J - . i . .......•. .l, ,.. . .

...............

.4

U)

- 0�

)\12.00 14.00

I

10.O0

•°vv


C C (ci W -

N, I CU CS. (D 0 S#q ,, Cq • n tm 0 0 0 0 -0 , ,, , , ,I .- N..... . . . ,CA ,W CD , (,

: 1 : 1 I I I I - I .I I. 1 1 1 1 . 1 1 1 t r -- -- r .. . .

90

80s

J 1uu

I... . -.. I -- --


0.1

GRVI o . ..... ...o o'~ 9 0I.1 0. --- I D .LLI 1 70 CLAY -00.0 59.11199.

ILL PI D 8 5 060 D 5 0 D 3 0 015 De0 cc Cu 30 7 0. 18 0. 11 0.10 10.0061 0.00Q15

MATERIAL DESCRIPTION USCS AASHTO 0 Tan & Pink Silty Sand _SM_ A2-4 (0.0)

0.01 0.001

Project No.: 50161-5-5756 Project: SRS Task 12 * Location: FR-2 ST-13 @ 27 Ft.

Date: January 23, 1996



Remarks:

Tested by: 'V-A/•

Reviewed by: H

Figure No.

2

100

70

z "z 60 ILL

Fz 50

W .40 a

30

20

-)

i)

01 20C

A-L

II I III T

I I

:1

Iest-I% +35 SGRAVEl '5• •A MI'11 I o. •. . ,. I

4.00 6.00

Normal Stress. ksf

L 4) ul

0 41

a,

9.00

7.50

6.00

4.50

3.00

1.50

00 5 10 15 20

Axial Strain, %

TYPE OF TEST: Unconsolidate-rhndrained


DESCRIPTION: Tan & Pink Silty

Sand

LL= 30 PL= 23 P1= 7.0SPECIFIC GRAVITY= 2.68

REMARKS: Tested by:

Reviewed by: hjý

FIG. NO.

SAMPLE NO. I

WATER CONTENT. % 21.3 J DRY DENSITY. pcf 98.8

SATURATION, % B2.4 SVOID RATIO 0.694 Z OIAMETER. in 2.85

HEIGHT, in 6.00

WATER CONTENT. X 21.3 SDRY DENSITY. pcf 98.6 u SATURATION. 82.4

SVOID RATIO 0.694 SDIAMETER, in 2.86 < HEIGHT, in 5.00

BACK PRESSURE. ksf 0.00 CELL PRESSURE, ksf 3.24 FAILURE STRESS. ksf 6.81

PORE PRESSURE. ksf STRAIN RATE. %/min. 1.000 ULTIMATE STRESS. ksf

PORE PRESSURE. ksf QiFAILURE. ksf 10.05 a.FAILURE.-ksf 3.24




PROJ. NO.: 5016155756 DATE: 12/19/95



6.00C k f ."". . . . . . ..:' - : - - ' .-: - .- .... - --.. ... ... .. -•. . .. .-- : -: .-..-- ""-"-- ---- .-.-.-.. . -.2 . R E U T ... . -:- -:. . . ... :...:... .. .. . . . -. .. . . .. •.• •. - i..i. . .. .• . .. ..... V i •

-.i ... ..• .+.. .. . •. •.. ..• . ..i-+ - -.•.. ..•-- -.•. • . .. • .i. i..•.. . i.J .L i .... .• ..• .. .. .... ..•..•... .. •.•. . TA ' .. "~ ii...iii~ .. .•.h• ... •.-•...V -.-i .. •.•-.. .. --4 .... h-. .... .L....i. :: : :: : ' ... ••!" ... r' r' ...i~ i- ... ii'i- ... ii -i! ... + -i... !i --i.. ...i-i.... -........ C . : k : : f e. :. .:. ........ . ..... r r -r •.. .. r -• -•.. .. -r -r -.. ..r r'r ' ....H --!'! ... +..+ .+..+.... ............. ................ .. ............. .... .......... .. .....L -' " '"++ i i .... i + + i ....~~~~.. ... i +' " -+-"-+-. .. ..... ... .--+ ..: -:: :iiiiiii ii

d e .... . . . ...i . . . .i.i .. . -. . .. .. . .. . . . .. ... ...i .. ........'! ! ... .. ... .. .. :-... ..-. . "!-- -* -. '' ........ .. ..... .... .. •.. : ........ ... .. .. .. ... •.. ... ... ... •.. • . . '• • • • ~. .. .. • " .. .. • " " .. .. ! ! ! • • • • • + • • • .. .. ...... .. ..." .... ... .f'• .... "•

::::: ::::: :: :........:: -_.. .. ... "". . ." . .... ... ."..'... ....... " . ..• •.. . '

.. i- -... .. ! !- .... -V -..... i-7 = .-

I)

L {@

U)

Ut)

A.00

2.00

00 2.00 8.00 10.00 12.00

)

3

.. .... ....

.............. ..... ........ .. ...........

..... .............. .. . ..... ... .....

.... .... ------ -* .. ............. .. ......

.... ........... ..............

.. ........ .........

..... ....... .............. ........

.. . ....... .. ..

.. .............. .. .......... .. ........ .............. ..

FIG. NO.


4.0

'0

U4-

Co

3.0

2.0

1.0

.00.1 0.5 i

AppliedNaturral Natural ory LL Saturation Moisture Density 64.0 % 18.0 95.4 30

TEST RESULTS

I~~Pressure - ksfPressure - ksf

. I

Compression Index - 0.09

Project No.: 50J6i-5-5756 Project: Savannah River Site Location: FB-2 ST-13 @ 27 Ft.

Date: I



5 10 20

Sp.Gr. Precons. press.

2.680- 5.16

LC eo

0. 0'g - 1-0.75,

MATERIAL DESCRIPTION.MATERIAL DESCRIPTION

Tan & Pink Si]ty Sand

Tested ky:

Reviewed by:-uL

)

3.0

2.0

3

c 0J

U) o

U) a) L E

0

4-I (D

CU 0

0o

J.0

SWELL

.0

1.0

2.0

3.

4.0

5.0

6.0

7.0

50

I

2

Remarks:

i00

90

80

70cc

w "60

LaL

Iz 50

0~

30

20

1 0

0I 20(

GRAIN .S C

I I-I II I

7;

: IlI:

0 100 10.0

IZEC

C')

ev 0

DISTRIBUTION TEST REPORT

o o - 0 - C~ ~ Y D a I

: " Tl I I. I . . I [ 1 1 1 1 r.- ,bn n -w .. . . . . . . ..

F , Hi l i . .... H 4. -':: I• : 11:1 1 I -

1-

0.00i

jj �IIII I *�.j hilt It I I 1111111i.0

GRAIN SIZE - mm0.01

Test1% +3"I % GRAVEL I PAr^n __7 1...9 1 .0 0.0 - 28. 1bo _3 J_ LILAY [i ......O 28.7 14.3 I 57.0

r LL PI 015 60 D50 D -30 D15 D10 cc Cu * B2 54 0.1 0.00 1.O

MATERIAL DESCRIPTION USCS AASHTO * Tan & Pink Sandy Fat Clay CH A-7-5(39.4)

Project No.: 50161-5-5756 Remarks: Project: SRS Task 12 Tested by: * Location: FB-2 ST-14 @ 29 Ft.

Reviewed by:

Date:-January 23,1996

GRAIN SIZE DISTRIBUTION TEST REPORT LAW ENGINEERING. INC- Figure No.

.)

I I ilN I

II|

O.1

6.00 9.00 12.00Normal Stress. ksf

4j

ch

CA

L 4-j

CD L

12.00

10.00

8.00

6.00

4.00

2.00

00 5 10 15 20

Axial Strain, %

TYPE OF TEST: Consolidated drained


DESCRIPTION: Tan & Pink Sandy

Fat Clay

LL= 82 PL= 28 PI= 54.0SPECIFIC GRAVITY= 2.69

REMARKS: Tested by:

Reviewed nyL

FIG. NO.

SAMPLE NO. 1 2 3

WATER CONTENT, % 24.5 22.2 19.9 -J DRY DENSITY. pcf 97.1 94.4 92.2

SATURATION. % 90.4 76.6 65.2 SiVOID RATIO 0.730 0.779 0.622 Z DIAMETER, in 2.86 2.84 2.86

HEIGHT. in 5.60 5.60 5.60

WATER CONTENT, % 26.7 27.5 29.0 SDRY DENSITY. pcf 97.7 96.6 94.3 U) W SATURATION. % 100.0 100.0 100.0 •-VOID RATIO 0.719 0.739 0.780 SDIAMETER. in 2.85 2.82 2.84 < HEIGHT. in 5.59 5.55 5.56

BACK PRESSURE. ksf

CELL PRESSURE. ksf

FAILURE STRESS, ksf PORE PRESSURE. ksf

STRAIN RATE. %/min.

ULTIMATE STRESS. ksf PORE PRESSURE, ksf

0 FAILURE. ksf

03 FAILURE. ksf

2.88

3.88

4.02

3.60

5.60

5.04

2.88

6.88

8.58

0.100 0.100 0.100

5.02 7.04 12.58

1 2 4



SAMPLE LOCATION: FB-2 St-I4 @ 29 Ft.

PROJ NO.: 5016155756 DATE: 1/26/96



9.00

ID)

L

L

a-)

.c U)

fJc

RESULTS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~. ••• iI !iiii!iiii!iii Ii]ii]• iii••• i . . . . . . . . . . . . . . ............ .....

R E S L T e 6 . .- .. . -- - -. .. . .. - -- . . .i- i .-- . .. .- .- .-. .. . .i .. . -.. . .- .. .- .+ -.-..-... .... i.... L.. ..... i.. i.i .

'i!!!.F;T:~~~~ ... .! ... HH.. - ... .• ... ..... .. ............ ?'i"?~~~ ~~ .... " " .... i iit ' ' .... .... .... .? ..... i ' .... .. ii .... .. i .... ii " ... . ~i6.00

3.00

00 3.00

)

15.00 18.00

iiiiiii.. ......... !-!.. ..............

.............. .. .... ..IZIZ ZZ!I iii~ ~ ~ .... .... ..ilii iiii .. ..........i i ...... ... ......

10t O I . .

.......... ........ ........ ......... ; .. . . . . . . . . )- . ...... ............ ....... . ........: . ....... .. ...... ......... .......... ........ S..... .. ".:.......... ........ ........ , ......... ; . ... ...... ... . .....

6

0

.. .... .. .. . .. ... .. .. . .. .. . 4.3 0 .2 .... .... .... ". ..... i......... :.......... ... ...... .... ..........

M 2 0

00

5010 _5% 0% 15% 20% 5% 10% • 5% 20:

1 0 ......... ... 3

8 .

... . .......... : ......... .. .. ........ ........ ... ...... .. .. ..

6 c .. .. .. .. ... ... .... ... ... . ... . ........ ..: ........ ........ : . . . . C.- 4

. . .. .:. . .. . . . . .. i. . . .

L- 4 0

.. . . . . . . . . . . . . . . . . . . . . . . . . ... . .. . . ... . . . . . . .. . . . .. . . . . . . .. . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . .. 2

0

0

5% 10% 15% 20% 5% 10% i5% 20%

4.50 Stress Paths. + indicates end of test locatAon Peak Strength Total

a= ~0.63 ksf ..

C< = 23.7 deg 3.00 tan cx= 0.44

..50...........

oa 0.. 0- -4- --.- -... .. .... .... .. .... ........ .. .... i .-. -. -.-. -..... .00

0 1.50 3.00 4.50 -6.00 7.50 9.00 10.50

Client: Savannahl Ri•ver Site p s Proj ect: SRS Task 12

Location: F8-2 St-14 @ 29 Ft. Fi]e: 5756D Project No.: 5016155756 Page 2/2 Fig. No.

GRAIN.SIZE DISTRIBUTION TEST REPORT C

f-Ii

C CC .N .- � -

C *.. C -- -' IV�

I � N -� .. 11)

0 0

_____________ �-..-.J .,..',-' � -ii,.,' I I L�....j lilt. I I200 100 10.0 1.0

GRAIN .SIZE - mmV I� .. IIlestl% +3" % GRAVEL

4 0.0 0.0 85.8 2.9 11.3

LL P 085 D60 0 030 cc Cu 31 10 0.54 0.32 0.26 0.167 0.0854 0.0019 45.45 163.1

MATERIAL DESCRIPTION USCS AASHTO * Brown Clayey Sand SC A-2-4 (0.0)

Project No.: 50161-5-5756 Remarks: Project: SRS Task 12 Tested by: 01 i * Location: FB-2 St-17 @ 50 Ft. Reviewed by:


GRAIN SIZE DISTRIBUTION TEST REPORT LLAW ENGINEERING. INC. Figure No.

D f I"

0 0

100

90

80

70 Cr LLJ z

• 50 C-)

w 40

30

20

1o

010.1 0.01 0.001

. I.... . . I I ... l. D .I - . . . . - .. ,..

- , ,.•i-i i 1 "1 • I I I.

y |:1111: A

i III :11U I lil i :' 1[1- v 1 i l li : : 1 [[ I7l \ il i + l i .+ ,-J.-11 HI= N- 1 :

I..)5( £ANn SqTI T

I

I • r'l A V

ATTACHMENT 3

Cs

1 1/08/95

Reviewed by:

Date:

RLB Law Job No. 550161-5-5756

Job Name SRS Task 1201/30/96

TP-4A: UNIT WEIGHT OF SAMPLE "TYPICAL"

Sample: Boring No.: FB-2 Depth: 50-52 ft.

Sample ID: ST-17

MEASUREMENTS (Nominal 6-inch cut sampkl heizhO:

MOISTURE CONTENT DETERMINATION

MOISTURE CONTENT

Tare No. Tare Weight Wet Wt. + Tare Dry Wt. + Tare Wt. of Water Dry Weight Moisture Content, w

T-8 52.40 gm

422.30 gmn 35 1.00 gm 71.30 gm

298.60 gm 23.9%

TOTAL WEIGHT OF SOIL + TUBE SECTION WEIGHT OF CLEAN, DRY TUBE SECTION WET WEIGHT OF SOIL, [(W.+, - Wt )/454] VOLUME OF SAMPLE, [(pi*DY/4)*H/I728] WET DENSITY, [W,/VJ DRY DENSITY, fDw,/(1+w/100)J

WS-t = 2062.4 gm Wt = 548.85 gm Ws = 3.334 lbs

V = 0.028 ft 3

D.,= 117.2 pcf D,= 94.6 pcf

TP-4A-ITP, Rev. 0Page 8 of 8

)ested by:

Date:

)

�2 �


0 0 0 0 0 0 CV * 0 M 0-. = -. (IC 111:1 I I i. T11rrTrir-r-T�... ,iu , n ?v��r

100

90

80

70 Cc LU

60

z 50 W C-)

w 40

30

20

10

1.0 0.1

GRAIN SIZE - mm

- 7 000.0 93.9 1. 4.5 I J .. ... . _ _ I _ _ _

LL PI D8 5 D6 0 050 D3 o Dj5 Do0 cc Cu 30 10 0.97 0.69 0.62 0.489 0.3698 0.2056 1.69 3.3

MATERIAL DESCRIPTION USCS AASHTO * Yellow Tan- Poorly Graded Sand with Clay . SP-SC A-2--A (0.0)

Project No.: 50161-5-5756


* Location: FB-2 ST-18 @ 60 Ft.


Remarks:

Tested by: E-YV\

Reviewed by: IJ

LAW ENGINEERING, INC- Figure No.

C C

In C�

C '. ° -M

C; CC

Cv 0 N N

I I

:11 M i l I

•1 :1 R i l

.1 M IIo

77m

m•,. •

20.)

0 100 10 .0 0.01 0.001

)


!SRRAVFI S(ii• A Mi"{I{eStl• +3" I ,, •, . ,, I

ATTACHMENT 3

)'ested by:

Date:

DM1

01/30/96

Reviewed by:

Date:

RIB Law Job No. 5016I-5-5756



Sample: Boring No.: FB-2 Depth: 60-62 &t.

Sample ID: ST- 18

.MEASUREMENTS (NominaI 6-inch cut sanwl heiht):


TOTAL WEIGHT OF SOIL + TUBE SECTION WEIGHT OF CLEAN, DRY TUBE SECTION WET WEIGHT OF SOIL, [(Ws+t - Wt)/454] VOLUME OF SAMPLE, [(pi*D2/4)*W/1728) WET DENSITY, [W./V] DRY DENSITY, ID,/(l+w/100)]

WS+t = 110 6 .56 gm Wt = 282.52 gm Ws = 1.815 lbs

V = 0.015 ft3 DW=- 125.0 pcf DD= 104.6 pcf

TP-4A-ITP, Rev. 0Page 8 of 8


0.1 0.5 A 2 5 Applied Pressure - ksf

10 20

Natural INatural Dry L PI 'S Precons. J-Q Saturation Moisture Density ress. ... 4 . 98.2 30 10 2.650 10.47 0:03 -0.6886

TEST RESULTS

Compression Index = 0.03

Project No.: 50161-5-5756 Project: Savannah River Site Location: FB-2 ST-18'@ 60 Ft.

Date: 1/22/96



LA A T=MTAI flC~Cr-rITTP

Yellow Tan Poorly Graded Sand w/ Clay

Remarks:

Tested by:

Reviewed by:-a)'

±1 �

.5000

SWELL

.0000 COMMPAESSION

.5000

1.0

1.5

2.0

2.5

3.0

3.5

r-1

3 En

0

0)

-4 L C E

4J

U

0-

)

4.0

4.5

1.40

1.05

.70

.35

(U

CJ4J 4

C)

.00

)

A -4

C,

50

I I I I I•III

100

90

80

70

z "z 60 LL

"z 50

w 40 a

30

20

GRAIN SIZE C

C C• C C C .•% C

0 1 : [II 200 100 :10.0

ITestI% +3" 1 % GRAVEL


Co o 0 0 0 0 v 0

CU V 4D Cy &. 10 %. -6

1.0 0.1

GRAIN SIZE - mm0.01 0.001

* -5 0.0 0.0 85.6 5.4 I 9.0-5 0_0 0.0 85.6 5.4 0.C

LL PI D85 D60 D50 D30 D.15 Djo Cc Cu

30 7 1 0.42 0.27 0.23 1 0.161 10.0874 10.01021 9.33

I % CLAY I

1 26.9


* Reddish Brown-Silty -Sand SM A-2-4(0.0)-

Project No.: 50161-5-5756


* Location: FB-2 ST-19 @ 75 Ft.




Remarks:

Tested by: E

Reviewed by: [I::

Figure No.a

% SAND I % SILT

"-2: S i42 I I il , i 11A I

)

r-__

I

ATTACHMENT 3

cs

11/08/95

Reviewed by:

Date:

RLB Law Job No. 50161-5-5756




Sample ID: ST-19

MEASUREMENTS (Nominal 6-inch cut sample heifht):


. .:.. ... MOISTURE CONTENT

Tare No. K-49 Tare Weight 50.10 gm Wet Wt. + Tare 559.20 gm Dry Wt. + Tare 459.40 gm Wt. of Water 99.80 gm Dry Weight 409.30 gm Moisture Content, w 24.4 %

TOTAL WEIGHT OF SOIL + TUBE SECTION WEIGHT OF CLEAN, DRY TUBE SECTION WET WEIGHT OF SOIL, f(Ws+t - Wt )/454] VOLUME OF SAMPLE, [(pi*D 2/4)*H/1728] WET DENSITY, [W. M DRY DENSITY, ID./(l+w/100)l

.)

W1 = 2975.8 gm Wt= 773.79 gm Ws = 4.850 lbs

V = 0.040 fi3

D,,= 120.9 pcf D,= 97.2 pcf

TP-4A-ITP, Rev. 0

)'ested by:

Date:

...........- .. : .'! ... .. "...: :.: -:

1 10.750 2 10.750 top 2.865 3 10.750 bottom 2.865

Avg. 10.750 (H) Avg. 2.865 (D)

)

Page 8 of 8

100

90

7)

)

70a: z "*- 60 IL

z 50

w 40 n.

30

20

10

0

GRAIN'SIZE - mm


Project No.: 50161-5-5756 Project: SRS Task 12 0 Location: FB-2 ST-20 @ 83 Ft.

Date: -January 23. 1996

GRAIN SIZE DISTRIBUTION TEST REPORT ___ LAW ENGINEERING, INC.

Remarks:

Tested by: E)II

Reviewed by: t

Figure No.

80

I

ATTACHMENT 3

Reviewed by:

Date:

RLB LawJobNo. 50161-5-5756




Sample ID: ST-20

MAFASUREMENTS (Nominal 6-inch cut sample hei&ht)

1 18.250

2 18.250 top 2.833 3 18.250 bottom 2.812

Avg. 18.250 (H) Avg. 2.823 (D)


-MOISTURECONTENT

Tare No. Tare Weight 218.20 gm Wet Wt. + Tare 3 4 1.28 gm Dry Wt. + Tare 317.68 gm Wt. of Water 23.60 gm Dry Weight 99.48 gm Moisture Content, w 23.7 %

TOTAL WEIGHT OF SOIL + TUBE SECTION WEIGHT OF CLEAN, DRY TUBE SECTION WET WEIGHT OF SOIL, [(Ws+t - Wt )/454] VOLUME OF SAMPLE, [(pi*D2/4)*H/1728] WET DENSITY, [Ws/V] DRY DENSITY, [Dw/(1+w/100)]

TP-4A-ITP, Rev. 0

WS+t = 4 54 0.6 gm Wt = 1313.64 gm WS = 7.108 lbs V = 0.066 ft3

Dw= 107.6 pcf Do= 86.9 pcf

Page 8 of 8

TJested by: Date:

DMJ

01/30/96

)

i)

)

.)

12.0

13.5

2.0

1.5

1.0

.5

.0


0.1 0.5 1 2 5 Applied Pressure - ksf

10 20

Natural Natural Dry LL PI Sp.Gr. Precons. I e Saturation Moisture Density LPI S.G.press. ce

85.1 % 23.7 96.8- 59 40 2.730 11.71 0.22 .07606

TEST RESULTS MATERIAL DESCRIPTION

Compression Index = 0.22 Tan Brawn Clayey Sand

Project No.- 50161-5-5756 Class: SC Project: Savannah River Site Remarks: Location: FB-2 ST-20 @ 83 Ft. Tested by: i7L7 Date: 1/22/96 Reviewed by: 1 6


LAW ENGINEERING. INC. Fig. No.

r,-1

CU

:3:

C

E 0

4.)

4J

L)

L 0) n

1.5

SVELL

.0 COMPRESSION

1.5

3.0

4.5

6.0

7.5

9.0

10.5

'0

C)

50

tI\

GRAIN ,SIZE DISTRIBUTION TEST REPORT CU

Cý C -I~~ 0 .~ V

CV cm)

)

ITestl% +-3" 1 % GRAVEL

I AN IL .. ... .. .... I 0.0 0.3 75.4 7.6 16.7

LL PI D8 060 D50__ D3___ D15 D1 cc Cu * 37 18 0.56 0.28 0.23 0.123 0.0024

M ATERIAL DESCRIPTION USCS AASHTO * Brown Clayey Sand S.C A-2-60.7

Project No.: 50161-5-5756 Remarks: Project: SRS Task 12 Tested by: JDAýJ * Location: FB-2 St-21 P 100 Ft. Reviewed by:




I AA

90

80

70 cc

z ".- 60 LU

.z 50 w

w 40 0

30

20

J0


oL20I 200 100

V.10.0 0.01 0.001

I I

% CLAY I% SAND

i lllil•1111 T l I , I.l i Illl -" • 1 :11 I A:! ! ! ili CM!i -6!i !' .. -'

ATTACHMENT 3

cs

11/08/95

Reviewed by:

Date:

RLB Law Job No. 50161-5-5756




Sample ID:- ST-21

MEASUREMENTS (Ntomtnal 6-inch cut sample hieihti:


y" MOISTURE CONTENT

Tare No. AB-17 Tare Weight 90.60 gin Wet Wt. + Tare 679.40 gm Dry Wt. + Tare 561.90 gm Wt. of Water 117.50 gm Dry Weight 471.30 gm Moisture Content, w 24.9 %

TOTAL WEIGHT OF SOIL + TUBE SECTION WEIGHT OF CLEAN, DRY TUBE SECTION WET WEIGHT OF SOIL, [(Ws+t - Wt )/454] VOLUME OF SAMPLE, [(pi*DI/4)*H/1728] WET DENSITY, [W3 PVj DRY DENSITY, [D,/(l+w/100)i

)

Ws"t = 3076 gm Wt = 782.78 gm Ws = 5.051 lbs V= 0.041 ftW

D,= 124.5 pcf Do= 99.7 pcf

TP-4A-ITP, Rev. 0 Page 8 of 8

)-sted by: Date:

(inchs) 1(inces) 1 10.875 2 10.875 top 2.865 3 10.875 bottom 2.865

Avg. 10.875 .(H) Avg. 2.865 (D)

)

GRAIN SIZE DISTRIBUTION TEST REPORT c cc

c r- .r- .

11 1W ru VW0 0 0V #a in) 0 - C9 -m -3 %. -b %=)

-U

I I ! I 1111 I I I I I I ! .0I 20 1.0

GRAIN SIZE - mm0.1 0.0010.01

L,-�. I�. �.. I -� --

% GRAVEL

3 - 0.0 88.6 1 - 0..L /0.4!

LL P I D 8 5 060 D50 030 D15 D10 cc Cu * NL NP 0.33 0.22 0.19 0. 137 0.1088 0.0035 24.72 61.2

MATERIAL DESCRIPTION USCS AASHTO 0 Tan Brown Poorly Graded Sand with Silt SP-SM A-2-A (0.4)

Project No.: 50161-5-5756 Project: SRS Task 12

* Location: FB-2 St-22 @ 120 Ft.




Remarks:

Tested by: PA1AA

Reviewed by: lb

Figure No.

100

90

8o

70 ar W

" 60 LL

Iz 50 W

w 40 IL

30

20

10

ILThIL �1:III

0 100 10.0

.3

ERl1 1i

Sg/ f"•l A V

IJji ilI

IeStl% +31 S•A•JRI

Figure No.

ATTACHMENT 3

cs

11/08/95

Reviewed by:

Date:

RLB

01/30/96

Law Job No. 50161-5-5756

Job Name SRS Task 12



Sample ID: ST-22

MEASUREMENTS (Nominal 6-nch cud sample heiht):

............................ i- i•:i.iL . :"" . :? . .: . .. ... .:• i ii [ . :-..... ". : " ! ' T . :..

!i•• :ii :iE!::•i~ii: I G U Ti•ii! li !:i•::i:i iiIi: O F:•-~i-• i:~::•:i~i C UT!!~i!•i TUe BE :i i :i !:: •i i i!!i~!:i•

1 13.813 2 13.813 3 13.813

Avg. 13.813.(H

top 2.865 bottom 2.865

Avg. 2.865 (D)


::MOIST-UR - :ONTENT

Tare No. L-20 Tare Weight 91.10 gm Wet Wt. + Tare 860.50 gm Dry WL + Tare 702.20 gm Wt. of Water 158.30 gm Dry Weight 611.10 gm Moisture Content, w 25.9 %

TOTAL WEIGHT OF SOIL + TUBE SECTION WEIGHT OF CLEAN, DRY TUBE SECTION WET WEIGHT OF SOIL, [(W." - Wt )/454] VOLUME OF SAMPLE, [(pi*D 2/4)*H/1728] WET DENSITY, [Ws IV] DRY DENSITY, [D,/(l+w/100)]

)TP-4A-ITP, Rev. 0

Ws+t = 3814.2 gm Wt = 994.22 gm Ws= 6.211 lbs V = 0.052 ft3

D.= 120.5 pcf DD= 95.7 pcf

Page 8 of 8

nTested by:

Iate:

)

10.0 1.0 0.1 0.01 GRAIN .SIZE - mm


Project No.: 50161-5-5756 Project: SRS Task 12 * Location: FB-2 St-24 @ 147 Ft.




Tested by: .ln

Reviewed by: I-

Figure No.

i00

90

80

70cc W

" 60

z 50 la:

w 40 a-

30

20

do

20 L 100 200 100)

0.001

11

Remarks:

ATTACHMENT 3

DMJ

01/30/96

Reviewed by:

Date:

RLB

01/30/96

Law Job No. 50161-5-5756

Job Name SRS Task 12



Sample ID: ST-24

MEASUREMENTS (Nominal 6-inch cid sample helghO:

STOTALSAMLE :INSIDE DIAMETERk. flEGETOFCUT .TUBE.--(i ches. ....c......

1 8.092 2 8.096 3 8.154

Avg. 8.114 (H)

top 2.847 bottom 2.840

Avg. 2.844 (D)


.MOISTURE CONTENT

Tare No. C-16 Tare Weight 15.97 gm Wet Wt. + Tare 141.69 gm Dry Wt. + Tare 116.63 gm Wt. of Water 25.06 gm Dry Weight 100.66 gm Moisture Content, w 24.9 %

TOTAL WEIGHT OF SOIL + TUBE SECTION WEIGHT OF CLEAN, DRY TUBE SECTION WET WEIGHT OF SOIL, [(Ws-t - Wt )/454] VOLUME OF SAMPLE, [(pi*D1/4)*H/1728] WET DENSITY, [W /V] DRY DENSITY, IDw/(l+w/100)]

Ws"t = 2223.8 gm Wt = 584.05 gm WS = 3.612 lbs V = 0.030 ft3

D,,= 121.1 pcf D,= !97.0 pcf

Page 8 of 8

)sted by:

Date:

)

TP-4A-ITP, Rev. 0

2.0

3: cn IN,

C 0

E 0 C

U) U_ .L

0) n C

L) Lh 0)

1.0

.0 COHPAESS2ON

1 0

2.0

3.0

4.0

5.0

6.0

7.0

8-0

6.0

3>

04-'

C)

Or,

4.5

3.0

:1.5

.0

0.5

Natural Natural Ory 7 Saturation Moisture Density

83.5.- - TEST 85.9 NL TEST RESULTS

Compression Index = O...

Project No.: 50161-5-5756 Proje SRS Task 12 BLocation -2

ST-24 @ :147 Ft. oate: 2/14/96

Ii CONSOLl 1ONI :I ,E, P

1 2 5 10 20 50 lied Pressure - ksf

P1 Sp.Gr. p es. CC e "42.610 11894

MATEAIAL OESCPIPTION

Tan Brown Silty Sand

LAW ENGTNF+I-H.N(G. INC.

TeSteo mar 14s

Reviewed oy l?2J]Rl"

Remar'ks:

Job Number 50161-7-0108 Task 16 Job Name APSF Confirmatory Testing

Tested by: SC Reviewed by: HJ

Moisture Content (ASTM D2216)

Boring Number FB-3

Sample Number

SS-1

SS-7

SS-9

SS-11

SS-16

SS-35

SS-41

SS-45

SS-46

SS-53

SS-60

SS-68

SS-69

SS-70

SS-81

SS-83

SS-86

SS-90

SS-92

Depth(Ft.)

6

15

18

21

28.5

63

73.2

79.2

80.7

91.2

102.8

115.3

116.8

118.3

134.8

138.7

143.2

149.2

152.2

Moisture Content (%)

16.2

19.2

20.2

20.1

19.8

26.0

22.9

31.9

33.8

27.9

27.6

30.7

37.0

29.5

35.0

37.2

36.3

31.7

23.8


C CC . .. .( 0 0 0 0 Iw 0

It i. V.N - 1W WU q C

IU.I........ITDU -IlJ lI iO IL L


% +3" 1 % GRAVEL % SAND I % SILT0 0.0 0.0 77.3 22.7

LL PI D85 060 050 D30 D15 DtO Cc Cu

_ 30 11 0.38 0.21 0.17 0.115


* Tan & Red Brown Clayey Sar~d SC A-2-6 (0.1)

O4Pf4C-4..7. l4fO T ~L, 4~ I

Project: APSF Confirmatory Testing

* Location: FB-3 SS-1 @ 6-7.5 Ft.

Date: March 16.1 998


LAW ENGINEERING. INC.I--

Tested by: 56

Reviewed by: •:!

AiguT N\o. 11

Figure No. 11

100

90

80

70CI

z 60 Li

z 50

cc w 40

30

20

10

0 1 Ill 200 100 10.0

I HI0.01 0.001

! llli3l - 111!1: ll ilI

SI I IZIA I I I : 1 : I. II l I

I

II %CLAY

GRAIN .SIZE DISTRIBUTION TEST REPORT CU ;

rC C C> . * .4 .4

;: cm C C C-. M I ' -' "•1 4'q Wr NW 0 0 0 0 0

________________ * � ItII I I I j1

i.0

GRAIN SIZE - mmI .. I I

I % +3" % GRAVEL* 0.0 0.0 80.7 19.3

LL PI 085 D60 D50 030 015 D10 Cc Cu 0 0.45 0.27 0.23 0.141

MATERIAL DESCRIPTION USCS AASHTO 0 Tan Brown Silty Sand . SM A-2-4(0.0)

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: ' * Location: FB-3 SS-3 @ 9-10.5 Ft. Reviewed by:

Date: March 16. 1998 ASTI 142-2


LAW ENGINEERING. INC. Figure No. 11

i0o

90

80

70 'I UJ

" 60 tL

z 50 W C-)

w 40

30

20

10

01 : II1:

200 100 :10.0 0.01 0.00

E I , V

II~ii I~i1I11 \I l l I I

i~~ ~ : A1! 1* 1ii H •il

I

0.i1

S.•ANn 9• •TI T I • PI AV

GRAIN SIZE DISTRIBUTION TEST REPORT C ~ r a

CV C0 0- C 0 ' 0 10 M oMJ, .4

iO0

80

70 Cc w " 60

z50 w

Lu 40

30

20

10

0 : II 11:1 :]" I:11 II :L.......J 1:11 i : :. "Il3i......i .1i..i'I' I___

200 100 10.0 1.0 0.1 0.01 0.00J

GRAIN SIZE - mm

% +3" % GRAVEL % SAND % SILT % CLAY

0 0.0 0.0 69.2 30.8

LL PI D85 D60 D50 D30 D15 D 1 0 cc Cu

0 0.39 0.19 0.15


0 Tan Brown Silty Sand SM A-2-•(0.0)

Project No.: 50161-7-0108 Task 16 Remarks:

Project: APSF Confirmatory Testing Tested by:

* Location: FB-3 SS-4 @ 10.5-12 Ft. R d 4 Reviewed by: U

MSTM D422 Date: March 16. 1998


LAW ENGINEERING. INC- Figure No. 11

•v

1 : Hll : 1 1 4 11!1lllill 1 i~~ ~~: ll1i i l 11t \llI

GRAIN SIZE DISTRIBUTION TEST REPORT c

CU .. 4..4 C~ ~ C C' C0

-4 .- -- N* (0~ 0 0 0 0 to M CM . . qi % 30. -S % -W (Q'

. . I 1"1 . I' i na - --s I 1 I.. - . I I . 1T Tr-1 1 1 1 1-1

1.0 GRAIN SIZE - mm


0 Tan & Red Brown Silty Sand

Project No.: 50161-7-0108 Task 16


Location: FB-3 SS-5 @ 12-13.5 Ft.



Remarks:

Tested by: 56

Reviewed by:


100

90

80

70Cr

" 60 LI

Iz 50 w

a_

30

20

10

01200 100 10.0 0. i 0.01

• i11 .1 i .. .. . , ,- ,llili ll :Ii l W l li

Figure No. ii

GRAIN SIZE DISTRIBUTION TEST REPORT 5

C CC!

V c .M 0 :0 11 1- V W Vo

0.i SIZE - mm

I . II -� � - I -- .... I I %SILI I � ULAY I

0.0 0.2 57.2 7.9 34.7

LL PI D85 060 D5 0 D30 D1 5 CD cc Cu

* 0.45 0.i9 0.13


0 Red Brown Silty Sand SM A-4(0.0)



* Location: FB-3 SS-6 @ 13.5-15 Ft. R e b Reviewed by:

ASTrM D 4)

Date: March 16. 1998


LAW ENGINEERING. INC. Figure No. ii

i00

90

80

70 Cr w

" 60 1i.

z 50 w

w A0 0-.

30

20

10

0200 100 :10.0 i.0

GRAIN

. .4 .q p

0.000.01

% CLAYSSILTSqANn

GRAIN .SIZE Cý~ C;C1

o C C- C

0 11200 100


0

Uih3HHIU100

90

80

70 cc

z 6 " 60 tL

z 50

w 40 n.

30

20

10

†...L.......Z ***�' * * * L....1 *III*III I

10.0 1.0

GRAIN SIZE - mmSbHAVE~L

S. .. i. . . .. • L- A •LA-A

I 1 0.0 00 52.4 46 43.0

LL PI _ _ _ _ _ _ _ _ _

LL PI D85 060 050 D30 D15 DO Ccc Cu 0 54 28 0.40 0.i5 0.09

MATERIAL DESCRIPTION USCS AASHTO 0 Red Brown Clayey Sand SC A-7-6(9.5)

Project No.: 50161-7-0108 Task 16 Project: APSF Confirmatory Testing

* Location: FB-3 SS-7 @ 15-16.5 Ft.



LAW ENGTNFFRTNG. TNC

Remarks:

Tested by: 5 4---

Reviewed by: I-•

AsTM D-122

&

ii 4 'IIIIiiiii i AllIII : I.III I11

0.1 0.01 0.001

I It -

1W 0 0 0 9

:I: I

v A--.

il

est 7. +.j IS•ANnS•TI "T"


.4 . .• V • NW 0 0 0 0 a ~-. ~ -. C4 Iq WD - '

CO P N 4PU ý ;: W 16 ý

1.0 0.1

GRAIN SIZE - mm

I I � flRAVEL % SAND % SILT I % CLAY I.v - ... ...... . .

* 0.0 2.3 54.3 10.8 32.6

LL PI 085 060 D50 030 D15 D10 Cc Cu

* 0.49 0.i9 0.13 0.002


@ Red Brown Silty Sand SM A-4(O.O)

Project No.: 50161-7-0i08 Task 16 Remarks:


* Location: FB-3 SS-8 16.5-18 Ft. Reviewed by:

A5TM 9422Date: March 16. i998



f-Ii00

90

80

70cc w z z 60 LL

I-z 50

C-)

w 40 ILl 0...

30

20

10

0200 100 "10.0 0.01 0.0c

II I k: I "!!MUM

•mmTF

!

I


i00

90

80

70cc

" 60 LL

z 50

C-,

w 40 a

30

20

10

C

CD

C

r_

,,, ! .

0 1 : III:

Cý

Cq

200 100

C; N W

.5-5-

II

10.0

I % +3" 1 % GRAVEL

A..

0

.�r-r-��

0 0 0 Vu V~ (D

I& Nk -%

I'NW 0

i.0 0.i GRAIN SIZE - mm

% SAND

F-

0.01

% SILT

0.0(

I% CLAY0 0.0 0.0 60.3 68.1 1 31.6

LL PI D85 D60 D50 D30: D151 D10 Cc Cu * 46 22 0.54 0.22 0.15 0.002

MATERIAL DESCRIPTION USCS AASHTO * Red Brown Clayey Sand SC A-7-6(4.2)

Project No.: 50161-7-0106 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: * Location: FB-3 SS-9 @ 18-19.5 Ft. R by

Reviewed by:

A STM 42 2 Date: March 16. 1998

GRAIN SIZE DISTRIBUTION TEST REPORT t I4.(e

LAW ENGINEERING. INC. Figure No. ii

v

i


C C C

to .4 C9 N

rT��.Mi T�r 11��. -, T1

-1 - .::::.: -t--t ;:��.:Ii ,-;-l- -liii.! I

1.0

GRAIN SIZE - mm

I % +3" 1 % GRAVEL % SAND % SILT I C LAY?0.0 1.6 59.6 8.8 30.0

LL PI D85 D60 D50 D30 D15 .Oio Cc Cu 0 0.54 0.22 0.5 0.005

MATERIAL DESCRIPTION USCS AASHTO • Red Brown Clayey Sand SM A-4(0.O)

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by.. * Location: FB-3 SS-10 @ 19.5-21 Ft. R

Reviewed by:




I100

90

8o

70

" 60 LL

z 50 w

w 40

30

20

I0

0 - III 200 100 10.0 0.1 0.01 0.001

-- l ll :- .: I 1 1f 1:1 1I

S. . . . i . . .. . . . I I

I


0.1 SIZE - mm

0/ .4.� I � f�AVFI % SAND I % SILTI -- - II % CLAY I

0.0 0.0 60.9 8.8 1 30.3

LL Pi D85 D60 D5 0 030 D 15 D10 Cc Cu

49 24 0-46 0.19 0.14 0. 004


0 Red Brown Clayey Sand SC A-7-6(4.3)



Location: FB-3 SS-il @ 21-22.5 Ft. Reviewed by:

A 5TkX D 4-2_ Date: March 16. 199B z

ASTMD1 43)8 GRAIN SIZE DISTRIBUTION TEST REPORT

LAW ENGINEERING. INC- Figure No. 1i

C

C-

o

i00

90

80

70

0 0 0 ou ., o C4 -1, '1

C

10.0

cr

z 6 " 60

LL

z 50

Cc, w 40

30

20

10

0

11. , H

11;!• H .Ili N :

IL~~ii i ~ll Ililili200 100 1.0

GRAIN0.01 0.00

qr


C ý C ; 10 0 .4- CV .4 4 0N 0 0 0 IV 0

i00

90

80

70 cc w z "~ 60 ILl

z 50 w

C-,

w 40

30

20

10

0 111iiiIU .LLL.+ I.U I L Ji L i ..li. iLL 200 100 10.0 1.0 0.1 0.01 0.00

GRAIN SIZE - mm

% +3" % GRAVEL % SAND I % SILT I% CLAY* 0.0 0.4 73.5 8.9 17.2

LL PI 085 D60 D50 030 0D5 Cg0 c Cu

S 0.57 0.25 0.19 0.099 0.0015


* Tan Brown Silty Sand - SM A-2-4(0.0)


Project: APSF Confirmatory Testing Tested by: 5c-s

* Location: FB-3 SS-13 @ 24-25.5 Ft. Rd Reviewed by: U.

4%T) D/L2 ZDate: March i6.1 998


LAW ENGINEERING. INC- Figure No. 11

CD g1 (M J-4 % 4 1 W a4 cu In W . V


I.O O.i GRAIN SIZE - mm

trestl% +3" % GRAVEL % SAND S % SILT I % CLAY0 1 0.0 4.5 64.4 31.1

F LL PI 085 E 060 D50 D30 D15 D1_cc CCu 0 0.58 0.23 0.17

MATERIAL DESCRIPTION USCS. AASHTO

* Tan Brown Silty Sand SM A-2-4(0.0)

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by:

* Location: FB-3 SS-14 @ 25.5-27 Ft. Reviewed by%.

Date: March 16. 1998 ASTM 0422



C C C~-

CC

.4.4

IV W 0

J00

90

80

70 Cr

" 60

z 50 uJ

w 40

30

20

0200 100 10.0 0.0£ 0.001

i~ ~ ~1111 r : . INi,, ii

i l1i '1: M : il ill i I7 :H Hlil

i~ ~ Hll~ ':111i

GRAIN SIZE DISTRIBUTION TEST REPORT £ C C

.4 . .4 .4~ W 0 0 0 0

i.0 0.1 GRAIN SIZE - mm

I % +3" 1 % GRAVEL % SAND I SILT I% CLAY* 0.0 0.0 81.3 I18.7

LL PI 085 060 D 5 0 030 D015 D1 Cc Cu

O.46 0.23 0.19 0.127


0 Tan Brown Silty Sand SM A-2-4 (0.0)


Project: APSF Confirmatory Testing Tested by: $4 Location: FB-3 SS-15 @ 27-28.5 Ft. Reviewed by:

AsTM D 42-L Date: March iS. 1998



.00

90

80

70 a

" 60 IL

I-z 50 U

1, 40

30

20

10

0 1 Il:1200 100 "10.0 0.01 0.0C

i Ilil i lll • • : .,il

I11i II I IIII 11 \ 1

Iw


100

90

80

70 rl w z 6

" 60 Li

,- 50

C C

In

%J Cq

C C (V

. 0 oý 0 o D 1 CU V* 0'J~E1EL1 Is i~~ ~~ lii t~lIl il'ili

IN'E

Cc, w 40

-

30

20E

o~ ~ ~JN I IW H r. l'l ili 200 100 10.0 1.0 0.1 0.01 0.00

GRAIN SIZE - mm

% +3" % GRAVEL % SAND % SILT % CLAY * 0.0 0.0 83.3 16.7

LL PI 085 060 D5 0 D3 0 015 0±O Cc Cu S030 7 0.45 0.23 0.19 0.32

MATERIAL DESCRIPTION USCS AASHTO 0 Red Brown Silty Sand SM A-2-4 (0.0)

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: * Location: FB-3 SS-16 @ 28.5-30 Ft. Reviewed by: b

A -5-FrAD4 l)ZZ

Date: March 16.1998 T C



GRAIN SIZE DISTRIBUTION TEST REPORT CU S. -. oC

'.4 .4 .4 .4~ NW 0 0 0 V 0 40 en 4 C(2 V) ft as

22U i- LLT uiI.iJ• L L I..

i.0 GRAIN SIZE -

I -. -- I

I % GRAVEL• 0.0 0.0 78.7 21.3

LL Pi D85 D60 D50 030 D15 D_0 Cc Cu 10.54 0.24 0.19 0.121


Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: • Location: FB-3 SS-17 P 30-31.5 Ft. Reviewed by:

A5Tt D 422Date: March 156 1998



i00

90

80

70 a: ILl z "H 60 LL

z 50

CC, w 40

30

20

do

0 L.: III 200 100 10.0

I, 2 I 11 ! .111 1V :111 111i

:1,1:: -1: VI[I: I\ tT[Fi

W I III ---I it I

0.0c0.1

mm0.01

I +3" % SAND SPI AVS•TI T


C

i00

90

80

70Cc z 6

" 60 LL

z 50

w 40

30

20

10

0

C

c U

C '.

C

N4' ECD 00ý 0

0 0 0 q0 WU ( D -' (

to CD C 4 -4P1 -C. l I -

200 100 10.0

i IAVFI

1.0 GRAIN SIZE - mm

% SAND

0.1 0.01

% SILT

0.00i

I % CLAY I* 0.0 0.0 84.0 16.0

LL PI OB5 060 050 D30 O1 D0 Cc Cu

0 0.61 0.27 0.21 0.138


* Red Brown Silty Sand SM A-2-4 (0.0)


Project: APSF Confirmatory Testing Tested by: S* Location: FB-3 SS-18 @ 31.5-33 Ft. Reviewed by:

AZTM D 412

Date: March 16. i998


LAW ENGINEERING, INC. Figure No. 11

F-- �

GRAIN SIZE DISTRIBUTION TEST REPORTC

.c I D C C"

0 1 : III: 200 100

C C c 0

CV- (. -C 0

10.0

0 0 0 0 CU Q3

V. -6 V


I% +3" % GRAVEL % SAND I % SILT I % CLAY I0 0.0 0.0 83.0 17.0

LL PI D85 060 D5 0 D30 DO 5 DiO cc Cu

0O.57 0.24 0.20 0.132


0 Red Brown Silty Sand SM A-2-4(0.0)


Project: APSF Confirmatory Testing Tested by: !c

* Location: FB-3 SS-19 @ 33-34.5 Ft. Reviewed by:

A 5TM V4-2_9_




V. 3Wi00

90

80

70 cr In z "z 60 tL t-

z 50 w 1. Cc w AO0

30

20

0.01 0.00

GRAIN .SIZE DISTRIBUTION TEST REPORT C

c c "- Cc S• U 4 -

GRAIN SIZE - mm

MATERIAL-DESCRIPTION

Project No.: 50161-7-0108 Task 16 Project: APSF Confirmatory Testing * Location: FB-3 SS-20 @ 34.5-36 Ft.

Date:____March 16, 1998

GRAIN SIZE DISTRIBUTION TEST

LAW ENGINEERING.REPORT

INC.

Tested by:

Reviewed by:

A 5r1-M - 4Z2

Figure No. 11

l

.UJ

z

I-I ILl I� z

C-,

Remarks:


0 0* 0

I Illil :::lJI•iJU:iIIflh llll I I I~100

90

80

70

1.0 0.1

GRAIN SIZE - mm

I %+3" % GRAVEL SSANn* 0.0 0.0 82.8 17.2

LL PI D85 D60 D50 030 Dj5 .Di0 cc Cu * 0.53 0.31 0.26 O.160

MATERIAL DESCRIPTION USCS AASHTO * Tan Brown SiltySand.._ SM A-2-4 4-.QO)

Project No.: 5016i-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: 5cý * Location: FB-3 SS-21 @ 36-37.5 Ft. Reviewed by: V\0

A57t-M P4-Z2. Date: March 16, 1998


LAW ENGINEERING, INC. Figure No. 11

Cý

40

C

C',C C

,.4"q N• O 0

.- -H-

o 0 L4 0i

cc LUJ

1 60

z 50

CC, w 40

30

20

10

01 20

II) 100 10.0 0.01 0.00

I - rl A V

1

S£TI T

GRAIN SIZE DISTRIBUTION TEST REPORT C . . .

IU C C C. , - o .m .,- .i -

100

90

80

70 Er IJJ

" 60

z 50

In 40

30

20

10

0 20

,0 o a o 0 .) (40

1 1 1 Fi - . i1- 1 I I - f _J1.1 - - I -i . i

Liii; 1:1 f-+ liii! ii i-�--i� 1II�I!i

I LI E I ... .. .1' 1 _

10.0 i.0 GRAIN SIZE -

0.1

mm0.01

I -- II % +3- % GRAVEL

* 0.0 0.0 85.5 14.5 A:4 .5

LL PI D8 5 D60 D50 D30 D5 DO0 C C 0 0.44 0.28 0.24 O.i68 0.0911

MATERIAL DESCRIPTION USCS AASHTO 0. Red Brown Silty Sand SM •A-2-4(0.0)

Project No.: 50161-7-0iO8 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: ý 0 Location: FB-3 SS-23 @ 40-41.5 Ft. Reviewed by: 1

Date: March 16, 1998



100)

.... ~ ' iii"A'iV : "1:1 1 Ilil : II1-I i l l

I Z CY zT I -r

i

* .. .. , IH.! 1 11 1 [ ý : 11 :1 1 1 1 1 1 . il I I

0. 0C

\Y

I!

S£Aun


0 0 CU

%. s -


I% +3" % GRAVEL % SAND % SILT I % CLAY I* 0.0 0.0 83.5 16.5

LL PI 085 D60 D50 D 30 D1 D5 0 c Cu

- 0.46 0.28 0.24 O.155


0 Red Brown Silty Sand SM A-2-4 (0.0)

Project No.: 50i61-7-0108 Task 16 Remarks:

Project: APSF Confirmatory Testing Tested by: •'_

* Location: FB-3 SS-24 @ 41.5-43 Ft. Reviewed by:

A 5TM 'D 4-2Date: March 16.1 998



C

WD

C;

C

CJ

C I-.

C% - 4-r0

a C0 q- 0 -: V'

O00

90

80

70 Cr 'I

z "z 60 IL

I-z 50 w

(r w 40 n

30

20

10

C C

'- S.. S.

10.0OL200 100 0.01 0.00

. ~i 4iir .i i i- i •

I

GRAIN SIZE DISTRIBUTION TEST REPORT. C

- C C. N C2 C

-W y to W 00


ITestl% +3" 1 % GRAVEL % SAND I % SILT I % CLAY 1* 2 0.0 0.0 84.4 15.6

LL PI D85 D60 D5 0 D30 D15 DC0 cc Cu

* 0.38 0.26 0.23 O.157


* Red Brown Silty Sand SM A-2-4(0.0)

Project No.: 5016i-7-0i0B Task 16 Remarks:

Project: APSF Confirmatory Testing Tested by: 5-. * Location: FB-3 SS-25 P 43-44.5 Ft. Rev'ewed by:

ASTY D422_. Date: March 15. 1998



i00

90

80

70 cr

60

z 50 Ud 'Ir

IL w 40

30

20

10

0200 100 :10.0 0.01 0. 0C

I H I

GRAIN SIZE DISTRIBUTION TEST REPORT C C C

C C 1. C -0 0)

' ~ ~ ~ C (.*. 4 D - ('J W.C ~ 4.V . V. . V.4.&

2I!iI!!iI2 JIiV!!iU IIIiW Uiiiiii ii J!1III

0.1 SIZE - mm

1TestI% +3"u % GRAVEL % SAND I �STLT I • ni1 AY3 0.0 0.0 93.4 6.6

LL PI D85 D60 D50 D303 D15 D0i Cc Cu 0.75 0.52 0.44 0.307 0.1936 0:1435 1.25 3.7


0 Tan Brown Poorly GPaded.Sand with Silt SP-SM A--

Project No.: 50161-7-0108 Task 16 Remapks: Project: APSF Confirmatory Testing Tested by: 5c* Location: FB-3 SS-26 @ 44.5-46 Ft. Reviewed by: H

ASTN D42-Z Date: March i5. 1998



100

90

80

70 a:

z " 60 LL

z 50

Cc, w 40

30

20

10

01200 100 :10.0 1.0

GRAIN0.01 0.OC

f II

I

GRAIN SIZE DISTRIBUTION TEST REPORT C.

C

100

90

80

70cc

z "z 60 IL

z 50

w 40

30

20

10

0200 100

C •U - C •..

C

C -4 .�

N. 4 m

C r_

V CD

10.0

( fPAVFI

C o o3 8 (U~ ~ CVD ~. ,. 36

anl.I,, r, ,,,I* j 11 n..a.

i.0 GRAIN SIZE - mm

SSAND

0.1 0.01

% SILT

0.00

I I

I % CLAY I4 1 0.0 0.0 87.0 3.0

LL PI D85 D60 D50 D30 D15 Dio Cc Cu

1 0.82 0.57 0.48 0.306 0.1460

MATERIAL-DESCRIPTION USCS AASHTO

0 Tan Silty Sand . SM A-i-b



* Location: FB-3 SS-27 • 46-47.5 Ft. Reviewed by:

5 T M P 2.




I1

T • p -1c + -4"

: 11l lII11H i11 1

'1 1:ii 1 IN I :ill I :1 1 1l~ 11 VIf :11: 1 1

II

GRAIIN.SIZE DISTRIBUTION TEST REPORT C;C

- Cq

MATERIAL DESCRIPTION * Tan Brown Poorl-y Graded- Sand with Silt

ProjeC• No.: 5Os~o1 O8Tski

11~ ~ " Pa•e o: 06-7-0108 Task 16 Project: APSF Confirmatory

Testing Location: F8-3 SS-28 @ A7.5-4 9 Ft.


GRAIN SIZE DISTRIBUTION TEST REPORT LAW ENGINEERING. INC.

Tested by:

Reviewed by:

A 5TM D4a2-

Figure No.

Remarks:


c cC~. 00c

.4 .4 .4• .4• 01W 0 0 0 0 Iý IV W .CC E


I % SILT I % CLAY I

* 6 0.0 0.0 81.7 18.3

LL PI D8 5 D60 D0 D030 0±5 D10 Cc Cu

0 0.90 0.42 0.29 0.148

MATERIAL bESCRIPTION USCS AASHTO

* Red Brown Silty Sand . SM A-2-4(0.0)


Project: APSF Confirmatory Testing Tested by: C

* Location: FB-3 SS-30 P 50.5-52 Ft. Reviewed by:

A57T D 422. Date: March 15, 1998



4 A'A"

90

80

70 cc w z 60 L_.

I-z 50 w 1) cc w 40

30

20

do

0 1 III1: 200 100 10.0

SRRAVFI % SAND

0.01 0.00"1 | I |

. •

T,',•t- "L -I-•"


W 0D 0

111.1;I I I V I .. r : 1 1 1 1 I•, 7. II.li I i ,,. , : .. .

: iiiiii i i i iM i --i-- t- �- I. ... "q.:'ii , 1 - 11111 I J I I 1

I�E

____________________ � **.''. L.....j **'� I

10.0 i.0 GRAIN SIZE - mm

I I I11estl% +3" % GRAVEL S( ANnl

* 7 0.0 0.0 93.0 7.0

LL PI DB5 D60 D50 D305 D10 Cc Cu * 0.80 0.38 0.31 0.190 0.1269 0.1105 0.86 3.5

MATERIAL DESCRIPTION USCS AASHTO * Red Brown Poorly Graded Sand with Silt SP-SM A-3

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: 5c* Location: FB-3 SS-31 @ 57-58.5 Ft. Reviewed by: P

A!TM D 422 Date: March 15. 1998



C

(D

C

P~I

I

r

0 0 0 Cu . CD

o a

100

90

80

70

z ILl "z 60

z 50

w 40

30

20

10

01 k 11200 100 0.i 0.01 0.00

IZ -v1 A V

HL'

i

I

t'°Z qTI T

GRAIN SIZE DISTRIBUTION TEST REPORT C C

CV 03 0 .0 0 W 0 Wd- .Cq CU1 C" -. 'I. 'a . 1 ., .

* L...A...........L......t........J 11111 I I 1��t _____

1.0 GRAIN SIZE - mm

ITestI% +3" 1 % GRAVEL % SANO* 8 0.0 0.0 93.2 T 6.8

LL PI 085 060 050 D30 015 D10 cc Cu - 1.41 0.72 0.54 0.264 0.1517 0. 1205 0.80 6.0

MATERIAL DESCRIPTION USCS AASHTO @ Tan Brown Poorly Graded tand with Silt SP-SM A-I-b

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: 5c_ * Location: FB-3 SS-32 @ 58.5-60 Ft. Reviewed by: 0.

ASTJM P42-2 Date: March 15., 998



100

90

80

70 Cc w z zi 60 IL

I-z 50

w 4O

30

20

10

0 1 L: III 200 100 "10.0 0. 1 0.01 0.001

7. l i l l l

" ~ ~~M I IIIMI i ~ ' llIl : i~I - I N II M .iii_

I 5• I-•.1 Ay

100

90

80

70 LU z "z 60 I.L

z 50 w U

w 40

30

20

10

GRAIN SIZE DISTRIBUTION TEST REPORT C C_

V CC W 0 000 -41 -4 "I ~ c4 (u0 0 C 0 cc in 4M M - V. V. %D(

I�.

0200 100

IIestI• +3""I

10.0

S(RAVFI

N

i.0

GRAIN SIZE - mm

9 0.0 0.4 90.9 8.7 1b ULAY

LL PI 085 D D50 3 D3 5 0Di0 Cc Cu 0.92 0.45 0.36 0.226 0.1409 0.045 1.08 4.3

MATERIAL DESCRIPTION USCS AASHTO 0 Tan Brown Poorly Graded Sand with Silt SP-SM A-3

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: 5 * Location: FB-3 SS-33 L 60-61.5 Ft. R i e b Reviewed by: '•Z




0.1

II

0.01 0.00.

i II1+1IIII "\ !+11 RlliM i 1 1 N •" F H a l . " Ii H - !I I l ,: i Ai_-1 4 1 1

~~J I li I'Mi

it I

GRAIN SIZE DISTRIBUTION TEST REPORT C:~ ~ Cý

-1C. 00 .4 W 0 0 I = '- o.*. .* . ( 0 - (

i.0 GRAIN SIZE - mm

fTestl% +3" 1 % GRAVEL % SAND % SILT 1%CLAY]0 iO 0.0 0.0 79.9 g 20.1

LL PI D85 D60 D50 D30 D 15 Dio j Cc Cu 0 0.35 0.20 0. 17 O. 119




Project: APSF Confirmatory Testing Tested by: SC

* Location: FB-3 SS-34 @ 61.5-63 Ft. R4eb Reviewed by: '

A SiT14-h D422




4 I¢A±IVV

90

80

70 Cr

" 60 IL

I-z 50 w

w 40

30

20

10

0 JIII: 200 100 10.0 0.i 0.01 0.00

: :III~~ ~1: NlL i iii S INI1 I lii • !~i

Si~~lil I11 ili

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GRAIN SIZE eJ

C C r

W Cn CQ- Cq

01

Ii

: II1:

200 100


i0.0

0 0 0L o 'q 0


Testt% +3" 1 % GRAVEL % SAND I �STLT I � Cl AY1i 0.0 0.0 88.g9 iA. A

LL PI DB5 D60 D50 D30 015 Dio cc Cu *0.44 0.23 0.20 0.140 O. 1086

MATERIAL DESCRIPTION USCS AASHTO * Tan Brown Poorly Graded gand with Silt SP-SM A-2-4(0.4)

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: * Location: FB-3 SS-35 @ 63-64.5 Ft. Reviewed by: •:•

ASTI'-¶ 42-)Date: March 15., 99B



ic0

90

80

70 lU

" 60 IL

z 50

CC w 40

30

20

10

0.01'-I ____

0.0

[ ll rl | I i - i" - irl ;

I N:

VIl H II"I

FI I.

I

1.0

GRAIN SIZE - mm

MATERIAL DESCRIPTION 0 Tan Brown Poorly Graded sand with Silt

Project No.: 50161-7-0108 Task 16 Project: APSF Confirmatory Testing * Location: FB-3 SS-36 @ 65.7-67.2 Ft.


GRAIN SIZE DISTRIBUTION TEST LAW ENGINEERING.

REPORT

INC.

Remarks:

Tested by: 5C___

Reviewed by:

hSTM D 42-2-

Figure No.

00

90

80

70Cc

z " 60 ILl

Iz50 C-,

aU 40 n

30

20

10

0.i 0.01 0.00


. . .. 4 .4 . C C C3C

.4 . .4 .4 NW0 0 0 0

1.0 0.1 0.01 GRAIN SIZE - mm

restl% +3. 1 % GRAVEL % SAND I % SILT I% CLAY* 13 0.0 0.2 92.0 1 7.8

LL PI D 8 5 D60 D50 D30 D15 D1 0 Cc Cu

0 0.82 0.34 0.28 0.174 0.1211 0.1073 0.83 3.2


* Tan Brown Poorly Graded Sand with Silt SP-SM A-3

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: 5C_ * Location: FB-3 SS-37 @ 67.2-68.7 Ft. R--we y

Reviewed by:

A5TH Dt22Date: March 15. 1998



4 cfA

90

80

70 Cc 1U

z 60

z 50

w 40

30

20

110

0200 100 10.0 0.00:

A ......

I

GRAIN SIZE C Cý 1

-4~- CV -4- -1t (D ('1 (UJ al ..

-4 4 .* .4g.

0 20C

DISTRIBUTION TEST REPORT 0 0 o o 0

I 1 m 1 1 - I-. . u I I T . I i I I I Ir , m.m- .

1UU 10.0 1.0 GRAIN SIZE - mm

.j�.iJeStJ% +3 " % GRAVEL

% 5~Ar~JfT IT1 YTI I (' A 14 0.0 1.2 B6.g 9 1.L

LL PI D85 060 050 030 D15 010 Cc Cu a 1.50 0.64 0.47 0.21l 0.1132

MATERIAL DESCRIPTION USCS AASHTO 0 Tan Brown Poorly Graded sand with Silt SP-SM A-I-b

Project No.: 50161-7-iOjB Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: • C_ * Location: FB-3 SS-38 @ 68.7-70.2 Ft. Reviewed by:

ReviewD by:2




I Ii00

90

80

70 cl:

" 60 LI

: 50 w (..3 IT w 40

30

20

10

V

0.i 0.01 0.00

S£ANn °Z C•TI T

.... r- . 1 1 1-1 I; ~ I I El I . : r.a ; ......0; ! %

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S. ..... 4 1, 1.. ... . .-Mj ii i ( • :IIIIA R\i~i I ! I!111 • il~ll IIMi •I

I

F• I.

I

I

U

:10.0 1.0 0.1 0.01 0.00 GRAIN SIZE - mm

MATERIAL DESCRIPTION * Tan Brown Poorly Graded Sand with Silt

Project No.: 5016i-7-0108 Task 16 Project: APSF Confirmatory Testing * Location: FB-3 SS-39 @ 70.2-71.7 Ft.




Remarks:

Tested by:. Sc.

Reviewed by:

INSTrM TD 4L

Figure No.

i00

90

80

70nw

" 60

Fz 50 w U

w 40 n

30

20

10

0 1 : II 200 100


I q -2 -6 lb 40

j Q D 4 0. i• . 4 2c _ _ _ _ _ _ _ _

III Il l ; •1 •i- ji; .• - ,"''., " ." .... '':11 11 I I I......L....~

1.0

GRAIN SIZE - mm

I estI% +3 1 % GRAVEL*. .. .. - I L II I LU L t8 0.0 2.2 86.3 :•.

LL 8PI D5 D60 D50 D30 D15 D10 Cc Cu 0.89 0.43 0.35 0.239 0.1358

MATERIAL -DESCRIPTION USCS AASHTO 0 Tan Brown Poorly Graded Sand with Silt SP-SM A-2-4(0.4)

Project No.: 50161-7-0tO8 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: * Location: FB-3 SS-40 @ 71.7-73.2 Ft. Reviewed by:

AST"t D 4-Z2Date: March 15.1 998



S. ... . .. . H , •• iil: :1 11FIi

f.E

90

80

70 Cc w

" 60 LL

z 50

uJ 40

30

20

10

ll :II: I-.

i~~~ II 1 ' 11 I.Xl , lI I Mlll , , , I I : ll I

0200 100 10.0 0.1 0.01 0.001

T (T1 T

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:~~ 1: 1 gil ail I iI~ I I"._ ..

I!

!iil I -

I SSAND I •Z" PI A V

GRAIN SIZE DISTRIBUTION TEST REPORTC

90

80

70

60

50

40

30

20

10

0 200 100

* ° (U• C C " C

I4 ~ - .

C C C

V V 'S -' 'S�I .4m





Remarks:

Tested by:

Reviewed by: t-I

A^TMI D 4 I7

Figure No.

rr

z I11

cc W a-

1.0 01

GRAIN SIZE mm

10.0

8 (C1

0.01I

0.00

•1 I II

i00

LL

2 I-1

O.

0w O_

GRAIN SIZE DISTRIBUTION TEST REPORT C C

C , C C3 0

CU *.4 . .. S1

00 °0 V. -%. M - C U 1 1 V

c ~ ~ ~ ~ ~ d 31 ,•• • -o o o o •

80

70

160

50

40

30

20

10

0 200 100

Project No.: 50161-7-0108 Task 16 Project: APSF Confirmatory Testing 0 Location: FB-3 SS-42 @ 74.7-76.2 Ft.




Remarks:

Tested by: SC_

Reviewed by: kJ

A 5TM 'D 47.?-L

Figure No.

10.0 10 0.

GRAIN SIZE mm0.01 0.00


0

11rTr1v *�- I�--.-*y*t-i-r*y--� q �. - - - _____________

,4 o iii

! j:l; I : H : 1 1 1 :111I-.-:- -- :1 - J 7:4:

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IeSt% +3" % GRAVELJ 2 0.0 0.0 4.3 5.- I 10 7

LL PI 060 D5 0 030 D15 Ciorc 0.38 0.23 0.19 0.133 0.0466 0.0019 40.13 116.5

MATERIAL DESCRIPTION- USCS AASHTO 0 Tan Silty Sand SM A-2-4(0.0)

Project No.: 50161-7-0108 Task 16 Project: APSF Confirmatory Testing* Location: FB-3 SS-43 @ 76.2-77.7 Ft.

Date: March £9. £998


Remarks:

Tested by:

Reviewed by:L-6

ASITm D 42-2-2


C C

P1

C .�J

C *-. C

Lv -4 -l

co

.4.4

100

90

80

70

ID o?

1-

I'T

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Ii"

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CC, w 40 0

30

20

10

Ii.

IIIII

200 100 10.0 ]0.01] 0.001

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GRAIN SIZE DISTRIBUTION TEST REPORT• °

o e IV Ri

i.0 GRAIN SIZE - mm

I I I I

% GRAVEL % SAND %SILT I% CLAY3 0.0 0.2 B3.3 3.5 i3.0

LL PI 085 D60 050 030 Di5 D1 0 c Cu

* 44 19 0.81 0.36 0.27 0.i5.2 0.0192

MATERIAL DESCRIPTION USCS AASHTO * Tan Clayey Sand SC A-2-7(0.2)


* Location: FB-3 SS-45 P 79.2-60.7 Ft. Reviewed by:

A5Tm D&2-iL Date: March 19. 1998 C-



C

(0

C

C C

M' cma-

C

e-

100

90

80

70 CE

" 60 LL

z 50 w C.) cc w 40

30

20

0 20 100 10.0 0.i 0.01 0.001

:I FTN ' Il~ M 111T

:,, •,•::II~~II kI!1•, 11• :: I• : : : : III ! 111 ; A .• : ll

1. 1:1 u

CV -a CD % A& V.

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GRAIN .SIZE DISTRIBUTION TEST REPORT C C 3

- c4 0 0 0 Cm " - M V. % -0

i.0

GRAIN SIZE - mmL. �pest,% +3 1 % GRAVEL

4 0.0 0.0 71. I . 23.4

LL PI D8 5 D60 D5 0 D30 D1 5 D10 Cc Cu S47 20 0.47 0.24 0.19 0.088

MATERIAL DESCRIPTION USCS AASHTO * Tan Clayey Sand SC A-2-7(i.4)

Project No.: 50161-7-0108 Task 16

Project: APSF Confirmatory Testing # Location: FB-3 SS-46 @ 80.7-82.2 Ft.




Remarks:

Tested by: Zr.7

Reviewed by: 0

A STN D 4-Z

AST"- b 431

Figure No.

100

90

80

70

" 60 LU

z 50 w

w 40

30

20

1o

i I I . II

i~ l~l• Ill :IIl I:II!NI I

:I+ i Il ll~ I \II :l I II

~. lI ! ! I I H

__ _____________________ * � lilt I I I jj200 100 10.0 0.1 0.01 0.001

0 1 II11

I % SAND SPI ^VX _TI T

GRAIN C

C £ ~C.SIZE DISTRIBUTION TEST REPORT

GRAIN SIZE - mm

-. ... .. .

MATERIAL DESCRIPTION * Tan Poorly Graded Sand with Silt

Project No.: 50161-7-0108 Task 16 Project: APSF Confirmatory Testing * Location: FB-3 SS47 @ 82.2-83.7 Ft.


GRAIN SIZE DISTRIBUTIDN TEST REPORT


Tested by: •Ck*r

Reviewed by: t

AS T D42Z

Figure No.

100

90

80

70cr

z bl.

z 50 I.U

W 40 nL

30

20

10

0

Remarks:

10o

90

80

70

60

50

40

30

20

10

0 2(

MATERIAL DESCRIPTION 0 Tan Brown Poorly Graded .and With Silt

Project No.: 50i61-7-0106 Task 16 Project: APSF Confirmatory Testing * Location: FB-3 SS-48 @ 83.7-85.2 Ft.




Remarks:

Tested by: SC..

Reviewed by: 9__

A T - m D4- Z2

Figure No.

cc

z 9-1

z C) I: w 0.

GRAIN SIZE DISTRIBUTION TEST REPORT 5l'.IS .4 .l

ý4" V00 1 0.01 to~~GRI SIZ Nmm 3kV . V

i I~ I .111 • IIII lTll ili

GRAIN SIZE -mm 0.0C

GRAIN SIZE DISTRIBUTION TEST REPORT jO W MC, (n Cq V " C. C

100 CU ' - .(• "~' " , .

80 . . .

70 II z -60 IF z 50 w

W 40

20.

10

200 100 10.0 1.0 0.1 0.01 0.00 GRAIN SIZE - mm

Test ,% +3" % GRAVEL % SAND % SILT % CLAY @20 0.0 0.0 88.4 11.6

LL PI D85 D60 D50 D30 015 D10 Cc Cu _ 0.62 0.39 0.34 0.275 0.1302

MATERIAL DESCRIPTION USCS AASHTO * Tan Brown Poorly Graded tand With Silt SP-SM A-2-4 (0.3)

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: S * Location: F8-3 SS-49 L 85.2-86.7 Ft.

Reviewed by:

45TH DO¢2_. Date: March 15.1 998


LAW ENGINEERING. INC. Fioure No


10.0 1.0 0. 1 0.01 GRAIN SIZE - mm

L .I�. -.. IIIestI% +3" % GRAVEL1 t3 0.0 0.0 88.0 1 12.0

LL PI DB5 D60 D50 D 3 0 D15 D10 Cc Cu 0.43 0.26 0.21 0.i44 0.1068

MATERIAL DESCRIPTION USCS AASHTO 0 Tan Brown Silty Sand SM A-2--4(0.3)

Project No.: 50161-7-0106 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: 5( y-T, * Location: FB-3 SS-53 L 91.2-92.7 Ft. Reviewed by: Ir

AZT"1 D42--2Date: March 15.1 998

GRAIN SIZE DISTRIBUTION TEST REPORT LAW ENGINEERING. INC- Figure No.

iO0

90

80

70 a: ILU "z 60 tL

z 50 U

w 40

30

20

10

0 : IllI 200 100

0.00i

I% SAND I IV PI ^ VX CTI T


0 W W'

o o ., (D

5'

_________________ J..........j *I��II y


[TestI% +3" 1 % GRAVEL % SAND I ��TIT1 1 0.0 0.0 94.6 5.4

LL PT D85 D60 D50 D30 0D15 .D Cc Cu 0 0.41 0.33 0.31 0.265 0.1652 0.1253 1.67 2.7

MATERIAL DESCRIPTION USCS AASHTO * Brown Poorly Graded Sand with Silt SP-SM A-3

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: sc* Location: FB-3 SS-51 @ 88.2-89.7 Ft.

Reviewed by: b\-J

A S T-M 1) LZ2Date: March 15.1 998



C

I)

C

N%C1 tC W

Cq . 4 *,j ,, Wl C C o .l- Cb

100

90

80

70Cr hi

" 60

z 50

w 40 a_

30

20

B

: III:01

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S 1+1 1; H• .l i .. i~~~~~~- V.i + +ll lillI + !11 :+ :II MITl

S.. . : , , , n l i - I I : "

SEl AY

GRAIN SIZE DISTRIBUTION TEST REPORT C C -r

.4T~ N4 04 4 V 0 0 0 '

W M N q , a] %I & %1 - 6

i.0 GRAIN SIZE - mm

h� t�Ix +3' I % GRAVEL % SAND I % SILT I % CLAY I* 1 0.0 0.0 90.5 9.5

LL P I D8 5 060 050 030 D[ 150 C__ cc C u

0.54 0.30 0.25 0.159 0. 1142 0.0818 1.04 3.7


• Tan Brown Poorly Graded-!Sand With Silt SP-SM A-3


Project: APSF Confirmatory Testing Tested by.: 5c

Location: FB-3 SS-52 C 89.7-91.2 Ft. I-n Reviewed by:

As-Tj-1 ) 4.?2-2




4 AAi

90

80

70

z "z 60

z 50

w 40

30

20

10

0200 100 10.0 0.i 0.01 0.0C

. ., .+ ,, IKI 1' :I1 1I

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1.0 GRAIN SIZE - mm

I I

Trestl% +3" 1 % GRAVEL % SAND % SILT* 2 0.0 0.0 8g.5 10.5

LL PI D8 5 060 D5 0 D30 015 100 Cc Cu

* 0.60 0.34 0.29 0.180 0.1157

MATERIAL DESCRIPTION USCS AASHTO 0 Tan Brown Poorly Graded- Sand With Silt SP-SM A-3

Project No.: 50161-7-010B Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: • 0 Location: FB-3 SS-54 @ 92.7-94.2 Ft. Reviewed by:

AST" D 2Date: March 15. 1998



4 AA

90

80

70 cc UJ z "z 60 LiL

z 50 w

w 40

30

20

d0

0 : II:I 200 100 i0 .0 0.1 0.0i 0.0(

I:I

:IIII~fil lt I I ; I| | ,.II J .:i I lll

I I I • CLAY

GRAIN SIZE DISTRIBUTION TEST REPORT Cu C C C

M CU -V V0

i.0 0.1 0.01 GRAIN SIZE - mm

ITestI% +3" 1 % GRAVEL % SAND I �STLT I lA* 3 0.0 0.0 94.2 5.8

LL PI D85 D60 D50 030 D15 D0o Ccu

- 0.71 0.45 0.39 0.293 0.2168 0.1762 1.08 2.6


* Tan Brown Poorly Graded Sand With Silt SP-SM A-3


Project: APSF Confirmatory Testing Tested by: * Location: FB-3 SS-55 @ 94.2-95.7 Ft.

Reviewed by:

ASTM 1 42.2. Date: March 15. i998


LAW ENGINEERING. INC-. Figure No.

i10

90

80

70 E

" 60 LL

z 50 ul

w 40

30

20

1O

0 1 : II1: 200 100 10.0 0.00

I


C C C o , . .4

- V Wc 0 0

.4 ~ ~ ~ ~ 1 .. ý .4 1N ý0 0 0 (0 ~ ~ C (T 01 (I T

10.0 1.0 0.1 0.01 GRAIN SIZE - mm

L.. - �.. I -- -- I18Sti• +:-* " ? GRAVEL

* 4 0.0 0.0 92.6 7.4

LL PI D85 060 D50 D30 D D 5 Dj0 Jcc C u 10.70 0.43 0.38 0.286 0.2121 0.i685 1 i.i2 2.6

MATERIAL DESCRIPTION USCS AASHTO 0 Tan Brown Poorly Graded .. and With Silt SP-SM A-3

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by.: SC_ * Location: FB-3 SS-57 @ 97.8-99.3 Ft. R e

Reviewed by:

ASTM 42-L Date: March i5, 1998



i~o

90

80

70 or

z "z 60

4 50 w

a.3

30

20

10

0 1 0: II 200 100

0.Oý

C/ C•T! T


0 0

1.0 0.i GRAIN SIZE - mm

ft6S tI% +3" I % GRAVEL % SAND I %SILT I % CLAY I5 0.0 0.3 91.8 7.9

LL PI D8 5 DT60 50 D30 015 D Cc Cu

1.00 0.54 0.44 0.292 0.1820 0.1288 1.23 4.2


0 Tan Brown Poorly Graded-Sand With Silt SP-SM A-I-b



* Location: FB-3 SS-58 § 99.3-100.8 Ft. Reviewed by:




C

C

C

C .4 .�

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CVco N °~

N.• N. .4

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90

80

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z "z 60 U_

z 50 Uj

w 40 0

30

20

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I


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LL PI D8 5 D60 050 D30 D15 Di 0 Cc Cu

0 0.55 0.34 0.30 0.224 0.1567 0.1230 1.20 2.8


0 Tan. Brown Poorly Graded-Sand With Silt .SP-SM A-3.

Project No.: 50161-7-OiOB Task 16 Remarks:


* Location: FB-3 SS-59 @ 101.3-102.8 Ft. Reviewed by:

AS"TM 'DO.-Z




C

C

C .CLI ..

C �.. C -4 - -4 *q

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90

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30

20

10

0I

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200 100 10.0

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0.1

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GRAIN SIZE DISTRIBUTION TEST REPORT Cý C;Cý C

V CW W.. 0 0 0

e (V V -k .° o

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1.0 GRAIN SIZE - mm

I -. IT1estl% +3" % GRAVEL ?I SANflS.. ... .TI 1-sJ - I 'i ris -AV * 7 0.0 0.0 86.7 13.3

LL PI D8 5 D60 D50 030 0±5 D10 Cc Cu * 1.01 0.47 0.37 0.219 0.1125

MATERIAL DESCRIPTION USCS AASHTO 0 Tan Brown Silty Sand SM A-2-4 (0.2)

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: • Location: FB-3 SS-60 @ 102.8-104.3 Ft. Reviewed by:




100

90

80

70 CE

" 60 IL

z 50 W C),

._40

30

20

i0

0 1 100 200 1O00 10.0 0.i 0.01 0.0(

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LL PI D85 D60 D50 D30 D1 5 D1o Cc Cu

0 1.07 0.55 0.45 0.3i0 0.1912 0.1235 1.42 4.5

MATERIAL DESCRIPTION USCS AASHTO * Tan Brown Poorly Graded -and with Silt SP-SM A-I-b

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: •C

* Location: FB-3 SS-6i @ 104.3-105.8 Ft. Reviewed by:

AST-" D A-22. Date: March 15,1 998



i00

90

80

70 Cr w z " 60

z 50

C3

w 40

30

20

10

0.01 0.001

1: N. ... II H i

i ii I

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CuC C C C C> 00 0 0 0 0 I t N

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______________ L�....J......� ***I SI *

1.0 GRAIN SIZE - mm

restl% +3" 1 % GRAVEL % SAND I �5�TIT0 9 0.0 0.0 91.5 8.5

LL PI 085 060 050 D30 D15 D 10 Cc Cu

S0.79 0.45 0.38 0.281 0.1875 0.0929 1.88 4.8

MATERIAL DESCRIPTION USCS AASHTO * Tan Brown Poorly Graded Sand with Silt SP-SM A-3

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: 1C_ * Location: FB-3 SS-63 @ 107.8-109.3 Ft. R w :

Reviewed by: ATM D412.




100

90

80

70

z

z 50 w w 40

30

20

10

o 1 1wF 200 100

'I:10.0 0.1 0.01 0 .0(

:111A- -1 1:1 1 :1

I J•n, AY !

GRAIN .SIZE DISTRIBUTION TEST REPORT C; 4 * 1- 4 10

c c.. c 00,

44 V- 0 0•0. M N q 1 16o 4. 9 o

111:11 I I: ITI. . mliii r�1-1 .

122 iiiii . ..IlilEi IfiiL iilflhI zl i ]111

-I-E

1.0 GRAIN SIZE - mm

L. .I�. -.. I% GRAVEL

* iO 0.0 0.0 95.1 4.9

LL PI D85 060 D50 D30 D15 Di0 cc Cu

LL 1.48 0.8i 0.64 0.399 0.2698 0.2218 0.89 3.6

MATERIAL DESCRIPTION USCS AASHTO 0 Tan Brown Poorly Graded Sand SP A-I-b

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by:. * Location: FB-3 SS-64 @ 109.3-110.8 Ft. Rveb

Reviewed by:

AsmT" 1) 4-22-. Date: March 15. 1998



100

90

80

70 'I

z 6 1160

LI_

z 50 W L.) Ir w 40

30

20

io

1'

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l1est1% +3"1 ISSANn @/ PI &VT• CZTI T

GRAIN SIZE DISTRIBUTION TEST REPORT. C C

.4 .. r . VW 00 0 0 0 z I~I N.. V.'. .- w ' cnCV

40 I') V.4 T~ 4W Is~

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Testt% +3" 1 % GRAVEL % SAND I %STLT I % Cl AYi ii 0.0 0.0 96.1 3.9

LL PI D05 D60 D5 0 D30 D15 D DO c Cu I 11.32 0.64 0.50 0.340 0.2480 0.2084 0.87 3.1


* Brown Poorly Graded Sand SP A-1-b

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: c_ * Location: FB-3 SS-65 @ 110.8-112.3 Ft.

Reviewed by: f'




100

90

80

70 LUJ z "z 60 LL

Fz 50 w

w 40

30

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ITestI% +3" 1 % GRAVEL % SAND I % SILT I % CLAY12 0.0 0.0 96.2 I 3.8

F LL PI D85 D60 D50 D30 015 .Dio cc Cu

0 0.88 0.49 0.41 0.3i0 0.2463 0.1627 1.20 3.0

MATERIAL DESCRIPTION USCS AASHTO 0 Brown Poorly Graded Sad • SP -A-3

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: 'C._ * Location: FB-3 SS-66 @ 112.3-113.8 Ft.

Reviewed by:

ASTh-• X &2b




£

(0

C C ..

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90

80

70 cc

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C C C- C C 0S-w Ey a) 0 0 0 0 If Il ~a .4 4 1 1 £11 Cu V. U.

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0.1 0.01 0.001

est % +3" X GRAVEL % SANO % SILT % CLAY 0 6 0.0 0.0 82.5 2.4 15.i

LL PI D85 060 D5 0 D3 0 D15 D1O Cc Cu

NL NP 0.34 0.22 0.18 0.129 0.0044


* Tan Silty Sand SM A-2-4(0.0)

Project No.: 50161-7-0108 Task 16


* Location: FB-3 SS-68 @ 115.3-116.8 Ft.




Remarks:

Tested by: - ý-p

Reviewed by: t

5 TM 10 4- Zz. A.-

Fioure No

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90

80

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GRAIN SIZE DISTRIBUTION TEST REPORT Cý ~ C C

• o~ C * - * .-4 ,i,4 i

--4 .4 . -. - .-~ 4V 0 0 o

i.0

GRAIN SIZE - mmL .Iliestt% +3" 1 % GRAVEL % SAND

i ~ I I ~riA a 0.0 0.4 8694 6- .1I

LL PI D8 5 060 D5 D 30 D 15 D10 cc Cu NL NP 0.58 0.19 0.16 0.i15 0.0788 0.0352 1.93 5.5

MATERIAL DESCRIPTION USCS AASHTO 0 Tan Brown Silty Sand SM A-2-4 (0.2)

Project No.: 50161-7-0108 Task £6


* Location: FB-3 SS-70 @ 118.3-119.8 Ft.

Date: March 19., 998



Remarks:

Tested by:

Reviewed by: L-)

AsTri D 43'2

Figure No.

100

90

80

70 cc z "z 60 LL

z 50

a: w 40

30

20

10

0 : Illi 200 100 10.0 0.1

_4

0.01 0.001

!~~~ :1f• Iif 11111 AI

L H.l[il l . zll

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C • .4 ~ ~ 4~ CV (0 0 0 0

i.0 GRAIN SIZE -

hTestl% +3"- % GRAVEL % SAND I % SILT I % C! AYI

Ss 0.0 0.7 78.7 I 20.6

LL PI D85 D60 050 030 D15 D10 cc CU 0I .24 0.17 0. 14 0. 094


* Red Brown Silty Sand SM A-2-4(0.0)

Project No.: 50161-7-0108 Task 16


a Location: FB-3 SS-71 P 119.8-121.3 FT




Remarks:

Tested by: 5C

Reviewed by: 14-1

Figure No.

I C)fl

90

80

70 itl

z 60 IL

z 50

w 40 0.

30

20

10

0200 100 10.0 0.1

mmf0.01 0.001

V I

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LL 1

I

I00

90

80

70cc

" 60 IL F_

z 50

0: w 40 a-

30

20

i0

0

GRAIN SIZE - mm

MATERIAL DESCRIPTION--.

Project No.: 50161-7-0108 Task 16 Project: APSF Confirmatory Testing * Location: FB-3 SS-72 @ i2i.3-122.8 Ft.




Remarks:

Tested by: 5• Reviewed by: •

AST7M D 4-2

Figure No.

GRAIN SIZE DISTRIBUTION TEST REPORT C CC C c .C 0 0 . . .~ -.. ,, ,0 o0 0 o 0

1.0 GRAIN SIZE - mm

[Testi% +3" 1 % GRAVEL % SAND I % SILT I% CLAYI022 0.0 0.2 87.8 12.0

LL PI D85 D60 050 D30 DO5 D10 Cc Cu 1 0.23 0. i8f 0.16 O. 126 0.0853

MATERIAL DESCRIPTION (JSCS AASHTO 0 Tan Poorly Graded Sand with Silt SP-SM A-2-4 (0.3)

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: S<-" * Location: FB-3 SS-73 @ 122.8-124.3 Ft. Reviewed by: )-6

ASTM D4-2_




4 AAI

90

80

70 cc LU z "z 60 Li

z 50

w A w 40

30

20

I0

0 1 I11F200 100 10.0 O.i 0.01 0.001

I

. m . . . . l

II I II I 1li 1 1llli iI +


0

iO0o

90

80

70

Il10.0 i.0

GRAIN SIZE - mm0.1

1 estI% +3" % GRAVEL SSAND

0.0 0.0 87.5 i 12.5

LL PI D___5_ D60 D50 030 D15 D0 cc Cu 0.27 0.19 0.17 0.130 0.0956

MATERIAL DESCRIPTION USCS AASHTO 0 Tan Silty Sand SM A-2-4(0.2)

Project No.: 50161-7-0108 Task 16

Project: APSF Confirmatory Testing* Location: FB-3 SS-74 @ 124.3-125.8 Ft.




Remarks:

Tested by: SCReviewed by: [4L A STM - ILZL

Figure No.

Cý

,(0 Cq

C

C

I 4 Cl *,. C, •

, c

II H .11 1 ..

I 1 Icc W

" 60 LL

Iz 50

w 40

30

20

10

0o IIIF200 100

I� I

0.01 0.001S. . . . . . ' . . . . . ' ' + ' ' " " -S l 'l II IIv -

I { • fl•l AV lT• CTI T


1O0

90

80

70

i.0 GRAIN SIZE - mm

p I I

IrestI% +3"1I % GRAVEL S( qANnl4L .0 0.0 93.1 I6.9

LL -- PI 085 060 D5 0 D30 015 D10 C cc Cu _ _ 0.72 0.4i 0.32 0.i94 0.1282 0.1030 0.89 4.0

MATERIAL DESCRIPTION " A_____

US-S AASHTO * Tan Poorly Graded Sand with Silt SP-SM A-3

Project No.: 50161-7-0108 Task i6 Project: APSF Confirmatory Testing

* Location: FB-3 SS-76 V 127.3-128.8 Ft.

Date: March 1B. 1998



Remarks:

Tested by: SC.-

Reviewed by: t-j

ATM 'D42,2

Figure No.

CC

- '.- CIV • N "*

0

S.. . . . . i i lllJ~~~I V.. -II I 1• li I

H -1li n FII 11 !11- I TI

cc LiJ z "z 60

Iz 50

qJ 40 w

30

20

10

0200 100 10.0 O.i 0.01 0.001

5

Se/ r•l A VI • •TI T


0 0 0 (U 'w Coi00

90

80

70

1.0 GRAIN SIZE - mm

L � �..I I

ITestl% +3" 1 % GRAVEL % SAND0 5 0.0 0.0 9g1 .9 8.i

LL PI D85 060 D50 D3 D15 D10 cc Cu S0.4 5 0. 0.21 0.148 0.1134 0.0965 0.91 2.6

MATERIAL DESCRIPTION USCS AASHTO 0 Tan & White Poorly Graded Sand with Silt SP-Sj A-3

Project No.: 50161-7-0108 Task 16 Project: APSF Confirmatory Testing * Location: FB-3 SS-77 P 128.8-130.3 Ft.

Date: March M8. 1998


I AW FlrN1PlTMPFIlTMW• TM(

Remarks:

Tested by:

Reviewed by:

hs5Th'A 1D &?2

C

(0D

C

-4

ill

C *c u

oI",, CCl

o3 o8

S. . .. .. t- 1 . .a l . .; 1 1 '

* 4: . 4

llli i Z Fill III! , !fl iiF

iii

a z "z 60

U

- 50

w 40 a_

30

20

01200 100 10.0 0.1 0.01 0.001

- ini ~ ~ ~ ~ 1. ll * 1I i I 1III- 1

I r

I • r, ^v9• •TI T

GRAIN SIZE DISTRIBUTION TEST REPORT CC CC

-CY M 4 ~ 0 0 0 0 l C s*5

%-s m 3% 2 0

40 P1 ( ' 4 4 4 P 3 -

GRAIN SIZE - mm

Project No.: 50161-7-1362.01.831 Project: Tarmac Recycling 0 Location: FB-3 SS-78 P 130.3-131.8 Ft.




Remarks:

Reviewed by: ý6

A TM D42z

Figure No.

i00

90

80

70

'U

I-

w 40 a

30

20

10

0

Tested by: 5c--


i.0 GRAIN SIZE - mm

L �I. .st, . .+3 1 % GRAVEL

* 19 0.0 0.0 86. 9 13.1

LL PI D8 5 060 D5 0 D30 D 1 5 Ojo Cc Cu 0.19 0.13 0.11 0.87 0.0753

MATERIAL-DESCRIPTION . . . USCS AASHTO 0 Tan Brown Silty Sand SM A-2-4(0.2)


0 Location: FB-3 SS-79 @ 131.8-133.3 Ft.

Date: March 18. 199B



Remarks:

Tested by: S.C

Reviewed by:

Fiqure No

C

ED

o

1c

C .oJ C *-. C �4 - .4 .w

I *%. 01 4 .4 L*�0

i00

90

80

70Cr Iii z 6 ~60

z 50 U

w 40 a

30

20

10

CC

.4 m

10.0

Il

I. . l I. , , !i- " 1 4111"1 "- I1'1-- 1.1i +-, m1 11 ........ '' ' ....

I

0 20C

0 0UU 0.1 0.01 0.001

I I I j I I 1 -1 -1 M! f H i i i me i 5 i 1 1*1 1 1 1 1

V

i~llAI ''I: IIIIHi VUl~i

\J\1

SSANn S•TI T

S.. ... O

0° 0

GRAIN SIZE DISTRIBUTION TEST REPORT CU ° o .4

- CV M 10 0 0 0

i.0 GRAIN SIZE - mm

iiestl% +3" % GRAVEL % SAND

SI T I .. .... ' .. .. 0 6 0.0 3.0 86. 1 10.9

SLL P1 D85 D60o b50 D3o T 015 Dio cc Cu _ 0.91 0.43 0.27 0.139 0.0857

MATERIAL DESCRIPTION . USCS AASHTO 0 Tan Brown Poorly Graded Sand with Silt SP-SM A-2-4(0.4)

Project No.: 50161-7-0108 Task 16 Project: APSF Confirmatory Testing * Location: FB-3 SS-80 V 133.3-134.8 Ft.

Date: March 18 1998



Remarks:

Tested by:

Reviewed by:

ASTM ) 4•2.

Figure No.

100

90

80

70 cc

"z 60 I.

z 50

30 w A0 a

30

20

10

10.0 ii .1.. - L � - I -

0 L: IlII

200 100 0.i 0.01 0.001

i• • • I MIll X : I I: N : :I IIl I I I

Ill!Ilil • , 111 I II

~~~~H II~iIil 11

il Yl[

I I • P.I •YI % STI T


0 00

100

90

80

70

LL

z 50

Cc w 40

30

20

10

1.0 GRAIN SIZE - mm

Iestl% +3" 1 % GRAVEL % SAND I % SILT I % CLAY II I

ol 9 I 0.0 1 0.0 87.2 25 I 10-3

iI i I LL J PI D 85 060 D50__ 030 D15 D0 cc Cu

NL NP 0.22 0.17 0.15 0.123 0.0999 0.0028 32.03 60.9

MATERIAL DESCRIPTION uSCS AASHTO

@ Tan Silty Sand SM A-2-4 (0.2)

Project No.: 50161-7-0108 Task 16


* Location: FB-3 SS-81 P 134.8-136.3 Ft.

Remarks:

Tested by:

Reviewed by: 1

4A STýA 'D Zý -ý8

Figure No.

C C Cý CVco N o0

0

'1 1 . H : 11 1 1," k

0200 100 10.0 O.i 0.01 0.001




v

I

0 1 0 0II: 2•00 '100

C C C Cý Cs- C

-4~ ~ -4 0 4 ~ N C tu~

10.0


o O 0 0

i.0 0.i

GRAIN SIZE - mm

frestl% +3 I % GRAVEL % SAND % SILT I � CLAYI* 10 0.0 0.0 76.6 I 5.4 = 18.0

LL PI D85 D60 D50 030 D 15 DiO cc Cu

0 0.22 0.1.8 0.16 0.105_


Tan Silty Sand SM A-2-4 (0.0)

____________________3______CLAY__~uc

Project No.: 50161-7-0108 Task 16


* Location: FB-3 SS-82 @ 136.3-137.8 Ft.

Date: March 20. 199B



Remarks:

Tested by: -- cd..rz.

Reviewed by:

AITM DA-12

Finurp Nn

GRAIN SIZE C

C

IDi00

90

80

70

- C

a: I~i

"360 L

z 50 w

w A0

30.

20

10

0.01 0.001

i ~~ i iii•ii iTt:

iI I

I I

GRAIN .SIZE DISTRIBUTION TEST.REPORT

-q 9% co a4 N 0 0 0 'q 0 I *-. 1% *q1 IN - WD ID M' CM. .4 03 .21 iS. 1k 14

1.0 GRAIN SIZE - mm

ITestI% +3" 1 % GRAVEL I . % SAND I %STLT I% CLAYI1* 0.0 0.1 70.4 5.4 24.1.

LL PI D85 D60 D50 D30 D15 Di0 Cc Cu

_ _49 23 0.23 0.18 0.16 0.090


, Tan Brown Clayey Sand SC A-2-7 (i.8)


* Location: FB-3 SS-83 @ 138.7-140.2 Ft.

Remarks:

Tested by:

Reviewed by:

A UM 0 42.2.

ASTH T 4-, t

Figure No.

100

90

80

70

z " 60 LL

z 50 w

3 0 30

20

10

-I--

: II1:01200 100 10.0 0.1 0.01 0.001




iI


0 Cu

i.0

GRAIN SIZE - mm

rrestl% +3"1 % GRAVEL % SAND % SILT I % CLAYI

01I27. I .. 2.3...

0 12 0.0 0.0

0.23 O.15 0.13 0.041

_ _ _ _ _ _ _ _ _ _ __......._ _

MATERIAL DESCRIPTION USCS AASHTO 0 Tan Brown Silty Sand SM A-2-A(0.0)


* Location: FB-3 SS-B4 @ 140.2-141.7 Ft.



LAW ENGINEERING. INC

Remarks:

Tested by:

Reviewed by:

IAs-rm D 4.2_..

C £

C £ - C C £

C � Nm

- .- *--0 o 0 0

� IDi0O

90

80

70 tu z "z 60 LL

z 50

w 40 0

30

20

10

o l-ij 200 100 10.0 D.i 0.01 0.001

I L llI : H 1:l + ll :A !ll i

il II I

Fietirp "M


0 CU

0 a r ID

Iii.., t V. 7 Br aTr¶TIY a - -m ___________

HII IT : 1l -i:11 : d V 1 1IIi

lliiE I: dll lIl :• iii

i.0 GRAIN SIZE - mm

I I I

[restl% +3" 1 % GRAVEL % SAND I %SILT0 13 0.0 0.0 71.9 I1.8 16.3

LL PI D85 D60 D50 D30 D15 D10± J Cc Cu 0.21 0.15 0.12 0.079 0.0041 0.0016 25.41 90.2

4.

MATERIAL DESCRIPTION USCS. AASHTO 0 Tan Brown Silty Sand SM A-2-4(0.0)

Project No.: 50161-7-0108 Task 16


* Location: FB-3 SS-85 @ 141.7-143.2 Ft.




Remarks:

Tested by: 5 -s-r4,

Reviewed by: 1

AFTig DN.4

Figure No.I __________

C ..,.

€C

'.,.

Cý

cu -, .w

C C

y 01

Iio

Iioý < IT- 0

- (100

90

80

70 CE

" 60 LL

z 50

w 40

30

20

1o

0L200 100 10.0 0. 1 0.01 0.001

I

GRAIN .SIZE DISTRIBUTION TEST REPORT 4ý C; C; - C

I,


0.i

T-

0.01 0.001

rTestl% +3" 1 % GRAVEL % SAND % SILT

* i4 0.0 6.3 58.1 I 16.7 18.9

LL___ 0ID860 D50 DJ D 15 D10 c Cu * 49 26 0.59 0.14 0.11 0:057 0.0020

MATERIAL DESCRIPTION USCS -AASHTO

0 Tan Brown Clayey Sand SC A-7-6(3.6)


* Location: FB-3 SS-86 P 143.2-144.7 Ft. Reviewed by:

A'sTIM -D4-2- L Date: March 20. 1998

GRAIN SIZE DISTRIBUTION TEST REPORT ASTH. D 4-3 i1


i00

90

80

70

" 60 LiL

z 50 w w 40

30

20

10

0200 100

I I

I iL: 1 . 11 I:H i !1111 1 \ M11111

I

I

I I

GRAINC

SIZE DISTRIBUTION TEST REPORT

GRAIN SIZE - mm

Project No.: 50161-7-0108 Task 16 Project: APSF Confirmatory Testing 0 Location: FB-3 SS-87 @ 144.7-146.2 Ft.

0ate: March 20. 1998



Remarks:

Tested by: •

Reviewed by: b

-A STM0 Q4. 2-

Figure No.

.00

90

80

70cc a' W z ".- 60 I.L

z 50 W w A a-,

30

20

10

0

GRAIN SIZE DISTRIBUTION TEST REPORT Cý C w- C; c c m

W Cq cm S-' f % %. r h~.-

100

90

80

70

60

50

40

30

20

1O

0

GRAIN SIZE - mm


ite: March 20. 1998



Remarks:

Tested by:

Reviewed by: 1-6

A5T1m D4Z2.

A sFrte No

Figure No.

cc

z Il

z W EL C-,

wJ a-

,I II I• i I I :

.1rN

H7

N

H f-

ll-


100

90

80

70 L1

" 60 LL

I-z 50

w A IL1 2 40

n0

30

20

10

0 2(

C

',, C

C;

C C C - �4

C -� NW

- *%%.� *4('2 -4��

o 0 a -T * (0

o 0 'q" a

iii.iii i.i�i. Fuel -- - - -.- i-.1�1

11.111

O0 100

L .L.. .. IIe 8stl7 +:3"'

KI 1 III I

10.0

SGRAVEl

i.0

GRAIN SIZE - mm

i� �ANfl

0.1 0.01

L- I I b.LA-. I * 17 0.0 0.0 66.2 1b6.4 17-4

LL PI 085 060 050 D30 D1 Cu 0 52 21 1.14 0.34 0.22 0.050 0.0026

MATERIAL DESCRIPTION USCS AASHTO 0 Tan Brown Silty Sand SM A-2-7(2.1)

Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: LSV/y * Location: FB-3 SS-92 @ 152.2-153.7 Ft.

Reviewed by: V6k A ýiT• H ) D 4-


GRAIN SIZE DISTRIBUTION TEST REPORT Asr1-V 4- 3 138 LAW ENGINEERING. INC. Figure No.

0.0

% \

01

I i • •, ,•

GRAIN .SIZE C

C - r- Cý W in cu



hTestI% +3" 1 % GRAVEL % SAND 1 % SILT I % CLAY I* is 0.0 0.1 81.2 7.1 11.6

LL PI D85 D60 D5 0 D30 015 oD10 Cc Cu

* 1.26 0.52 0.39 0.2i3 0.0234 0.0024 35.48 213.8



Project No.: 50161-7-010B Task 16 Remarks:


* Location: FB-3 SS-93 @ 153.7-154.5 Ft. Reviewed by:

ASlh' D4•2.2




.00

90

80

70 CE W w " 60 LzL

I-z 50 w w40

30

20

10

0200 100 iO .0 0.01 0.00i

KI 1:I

I-I

0 0 0 0 W ID

16 ft.

i


Tested by: JTM Reviewed by: HJ


Boring FB-6

Sample Number

SS-9

SS-13

SS-19

SS-48

SS-49

SS-51

SS-62

SS-63

SS-67

SS-68

SS-69

SS-70

SS-71

SS-72

SS-73

SS-75

SS-76

Depth(ft.)

"19.5

24.5

35

78.5

80

83

99.5

101

107

108.5

110.

111.5

113

114.5 .

116

119

120.5


14.9

27.9

22.8

24.6

49.2

68.2

32.8

28.6

23.7

18.6

28.3

27.6

33.1

60.1

30.2

18.3

28.6


Tested by: JTM Reviewed by: HJ


Sample Number

SS-77

SS-78

SS-79

SS-80

SS-82

SS-84

SS-89

SS-91

SS-92

SS-94

SS-98

SS-99

Boring FB-6

Depth(ft.)

122

123.5

125

126.5

129.5

'132.5.

140

143

144.5

147.5

153.5

155


24.9

23.0

32.0

22.6

26.1

24.0

39.3

32.3

40.4

28.3

32.3

22.1

IJob Number 50161-7-0108 Task 16 Job Name APSF Confirmatory Testing

Specific Gravity and Moisture Content (ASTM D854) (ASTM D2216)

Boring'FB-6

Sample Number

SS-67

SS-68

SS-69

SS-70

SS-75

SS-76

SS-77

SS-78

SS-79

SS-80

SS-82

SS-84

Depth (Ft.)

107.0

108.5

110.0

111.5

119.0

120.5

122.0

123.5

125.0

126.5

129.5

132.5


22.3

17.4

25.9

23.9

18.8

30.7

25.9

22.5

32.5

21.9

26.4

23.9

Specific Gravity

2.66

2.63

2.66

2.68

2.67

2.71

2.64

2.66

2.68

2.65

2.66

2.64

Tested by: SC Reviewed by: TJ

3RAIN SIZE €-


0 200 1O00 10.0 i.0 GRAIN SIZE - mm

TestI% +3" % GAAVELI ,.. �'... - I -. � A� I �L SAND I ;1r2 �,.LLI I 'o LL..M1J

1~ SANDI79.4

W A1

LL PI D85 D60 D5 0 D30 D15 D10 Cc Cu

* 0.47 0.25 0.21 0.129j

MATERIAL _DESCRIPTION USCS AASHTO

1 Tan Brown Silty Sand SM A-2-4(0.0)



0 Location: FB-6 SS-i @ 8-9.5 Ft. Reviewed by:

ASTH D 41- )



LAW ENGINEERING INC. Figure No.

00 0 0b -b % Mb~

i00

90

80

70 cc

" 60 LL

z 50 IIl

a: w 40

30

20

10

0

20-6b

w..................... - . - -•

M.1 0.11 0.0

11111 1 A i 1111 1: 1ll l 1 lll l

A I , i IIH 1 1:11 l * : 11 1 1,, ! lll~lll i i ! I1: 3 11ll 1 II l

0.000.01O.i

/a I.o /I % 5 L.ISSANO


0 0 0

i00

90

80

70

z z 60 IL

z 50 Iii C., Li 40

30

20

10

1.0 0. 1 GRAIN SIZE - mm

TestI% +3"4 % GRAVEL % SAND I % SILT* 2 0.0 0.0 75.9 24.1

LL PI D85 D60 D50 D30 D15 Dio cc Cu

S0-44 0.25 0.21 0.124

MATERIAL DESCRIPTION USGS AASHTO ...

0 Red Brown Silty Sand SM A-2-4 (0.0)


• Location: FB-6 SS-2 @ 9.5-10 Ft. Reviewed by:r

AsmT D42-2Date: March 24. 1998



C

C

c uC-.W W C" r- % a C3 0

I. Eýl

I I I :.. .. .II I 10 iii A .4 .4(........~

:-4 -V

m|I •.. ..

0200 100 10.0 0.01 0.001

I I% CLAY


0 0 0 0 0 4. 0

i10

90

80

70

" 60 LL

z 50

C,) Ir

w 40

30

20

10


restl% +3" 1 % GRAVEL I % SAND I %STLT0 3 0.0 0.0 77.9 22.1

LL PI D85 D60 D50 030 D15 D1O Cc Cu

_ 0.44 0.27 0.22 0.126.

MATERIAL ESCRIPTION .USCS AASHTO 0 Red Brown Silty Sand SM A-2-4 (0.0)

Project No.: 5016i-7-OiOB Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: * Location: FB-6 SS-3 @ 11-12.5 Ft. Reviewed by:

ASTM D 4- aL_ Date: March 24. i998



C C

C £

.0J .4

�. - .4 .v I -

Scc 14 m

Ny W O

W M cm -k. .02 *t1 M V 1% . . Mill I

SI N 1 1 1

0200 100 :10.0 0.01 0.00

S•1 AY

GRAIN

01

C -4

CD

C

a,

C-

C

-U

200 100

SIZE

w-

Cý C �

IV CD

.4 m


.4.

10.0

0 0

1.0 GRAIN

o C

0.1 SIZE - mm

I I --

rfestiX +3" % GRAVEL0 4 0.0 0.0 75.5 23.5

LL PI j 85 D60 D50 O D30 D5 D10 Cc Cu _[0.45 0.2A j0.19 0.117

MATERIAL bESCRIPTION USCS AASHTO 0 Red Brown Silty Sand SM A-2-4(0.0)

Project No.: 50161-7-0i08 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: $C_4-.LTfl 1

* Location: FB-6 SS-4 @ 12.5-14 Ft. Reviewed by:

Rv eTM dbyL:




i00

90

80

70 cr LIi z "z 60 IL

I-z 50

Id 40 0~

30

20

10

: II1:_____________ .'-....I......L.L.111.....I.L.....I.......L 1111111

0.01 0.001

! .11!1111ll :1 I I11 w i1 I II I":IH11 1: WIlIil l II

% SAND SPI AVS_•TI T

I



Trestl% +3" % GRAVEL % SAND} I ��TITI % SILTY 0 5 0.0 0.0 76.1 1 23.9

LL PI D85 D60 D5 0 D30 DJ 5 D1D Cc Cu

S0.59 0 .35 0 .29 0 . 157


Project No.: 50161-7-0108 Task 16 Remarks: Project: APSF Confirmatory Testing Tested by: -'_ * Location: FB-6 SS-5 @ 14-15.5 Ft. ,1b

Reviewed by: L~-'

A ST D & z.2. Date: March 24, 1998



C; .4

C

CU C -- C

.4 - -

C C

N W 0

i10

90

80

70

C. 1

Cc z 6

" 60 IL

z 50

w 40 0-,

30

20

10

200 10001 I HEI

j0.0 0.01 0.001

! llli ,,•, •EII • iA 1 11 I

I

SP.I AY


0 0 0 0 CU W CM-

iO0o

90

80

70 cc ILl

" 60 IL

z 50 w 0

w 40

30

20

10

1.0 GRAIN SIZE - mm

S( (AVFL SSAND % SILTI I

I % CLAY I

0 6 0.0 0.0 67.4 32.6

LL PI D85 060 D5 0 030 D15 Di0 c Cu * 0.22 0.i5 0.12


0 Tan Brown Silty Sand SM A-2-4(0.0)

Project No.: 50161-7-010B Task 16 Remarks:

Project: APSF Confirmatory Testing Tested

* Location: FB-6 SS-6 @ 15.5-17 Ft Reviewed by:

ASTH 14--Z Date: March 24. 1998



C

CE

S(U C *7C

C CC .- 4 .. 44

C NO

S.- *� S.-0

w m l i - .. -4(11 - -9 . V ". 4'S I

0200 100 10.0 0.i 0.01 0.00:

GRAIN SIZE DISTRIBUTION TEST REPORT o

C C; CC

.4 .~ .~ CY 0o 0 0 0ý 1 ý. I.

W M cu 1 - en" ff 4.a& V


trestl% +3" 1 % GRAVEL % SAND % SILT I % CLAY 10 7 0.0 0.3 33.4 66.3

LL Pi D85 D60 D50 D30 015 Do Ccc Cu 0 0.55

MATERIAL--DESCRIPTION USCS--- AASHTO .

• Brown Sandy Silt ML A-4(0.0)


* Location: FB-6 SS-B @ 18.5-20 Ft. Reviewed by:

ARTee d by:2 IA Date: March 24. 1998



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