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L._•._.__._

Reviewed by: CJS

Date: 1012012006

ASTM 04767Schnabel Contract: 06120048

Boring No.: B·321~plll:73.5-15.&t.

Elevation; -2.8 to -4.8Conflnlng Stre$$ (psi): 80.0

Sol O~acripllon: FIn(! SILTY SAND (SM) - gr~y

Liq\.IId LimitPlastlclty Index: NP

% liner ihilt,No. 200: 15.3Spe":':; ..58·.7··..·········,.., '0.5~ '. ..........,!l'.S'" ..... :.. 32.87··..·'..0.039···/···,·· : 0.e7·..·:·:·.:·5.l.• '" 34,4

2 21.1.3::,",;": :; ••......;':···211.8 ·0.01·1':.... ,"":," .. 13.03 '306:~",.'\ .. ••• ..:... ·~8,8" . ", '0:ot7' "'0.211 . 2o.s• ·375·.0:·:.... ·;,:' ••.. ·····'·····314:9 "'·d:'022··':"" . ·:·:·0.38'.. ,'·:····· ••••••..:48'.~ . '.: :' ..28'.2

a '51.

50o

CONSOLIDATED UNDRAINED TRIAXIAL TES,. by ASTM D4767150~._t-L..L' I "' , If. , I ' , , I " , ' • ! ., " , ,. "I! " . ..L.1. ' .

I , i I /' !M Sh I J , / 'ax. ear r : /1 ~

~' c' = 0.2:36 psi : :.// : ;

It.,.. I tif> = 34.6 ' ',/' ,

: ~ ~: t

100 -T- ~o_n_ ~~~_ ~~6_9+ 1 ~ L~~_ .• J.. L.- __ .. .---EJ i , I I ! LI ',/ 1 I ,

J ' " rI i / I I ,..I I 1 I ~, :./ I' l-:' ~ : ~ t: ,:,/; :; ~

____________ Ti -!"~ __ f ~ ~ ~ ~ .~ r___ l r~ , I ···-:-----··.,-:·-r';---··--·---··--.-

'7: .--.-...--..c. ; \ i :f I I f

~', ',.::, ~~:;;• ·T·.~ I I 1:' .

.!. I ,To'T! ','•.:j:'_,/.";\:''':'1:.-,-,,-t100 150 .200 . 250 .' .

p', psi

"

!

Height. in .B.pS k: 6 6.2

CU4 . CU5 CUB.

S-:16 5-1 6. 5-16 t

. 8.3.5~65.5e_3 ..5-65.5 B3,5-65.~... .. .. ..+-'----..,Diameter, in •••. ,4.871' f.B7 2.87 l

SY!l1bol

Sample No,'

Depth

Test No.

r-------'--..........~.._~--.~ -:-:~·_·--.. ·T.--,------,.:" C!) "'t. t!l!

] Water Content, % 27.0 ;;>~6.8 2'}o~

E Dry Density, pet:' .' 9+;64 ·~6.94- 98~.SQtl.Jrotior. % ;0: ..... ~~::?.. '. ,··~9.e .) 88;.~

strain Rote, %/min- .... ;.HI:.p.6pi):;&.60S 0.00$;~~e. . ". ..':: II :'6,960, ... 9;.~5 0.95

,Wid Ratio';:; .",: 0'·755'; ••·.. O.··~.7.·1.3..·...' .,·O;6~~L "'ie

·_---- .._------_.

300

(}

CONSOUDATEDUN:DRAlNEOTRtAXIAL TEST by ASTM 04767150 I ,!, i I \ t , 1 , i I . tIt! It' 1 !",!!,,! I . I' ". , • ! I

j~ !~:I : ii ; I f100l---------T---- .. - ----1- -- --- .. --r -- .. ----- -;-.- -- ..--1-------::r

~ :: -~ -, !-1 : ; _---~--.

I

I/)( I ; \ : \ : >-.I ,1

/. • I

: II. I, I

i f Il t I. ::: i : : ~t ~ f I I--. --- -i ----- ~- - --- . --- -.- 1_ - ., _ ... -i-

iAi ~. "r', I t II I. I:: ~-~ -- -.~:------;- --_. ~-~ -.. -. '"'" -+-

• : i..; r-,. . I I· I rf. I .! J ~

. t I i r-: / '~

i j ~: : I. o~·f---.......~~i-.---+-.---4-,-,----;I--."...-----i1-5 10 15 20 25

VERTICAL STRAIN, %252010 15

VERTICAL S1RAIN, %

CONSOliDATED UNDRAINED 'tRfAXJAf.ill.TEST by· ASTM D4767

I ! ,

5o

100 -+-'------'---'---t---'----'---'----+--'--__l_

- 50 -+-,---+--"..---j--"..--+--.----r-.,--_+_

'iii •iii'a.0- 100

W via:::;:) ~.l.l)

~(f)

~111n:::11.. 0:(f) 0

1J ~0 0 ~.

1:5 -; (.}

300

./

Max. Shear

c' = 0~236 psirp' = 34.6ton ¢' = 0.69

•.. 0

I b L.LIJ-'-'--'-...L-.L...r-'--..L-LJL.~J--l-'-_'_t-: ~ ,/I r· ..., /t.'1 1i /~ I:J II ,/ I, t• I

, 1'/ I I .. I...... I I .

- - -- ~ - ~--- - '"1-'--- -- - ----- j; ------- ---...r.:: .... - -- J --~ -- -- - ... -- - ------ ---) I· 'E . , f·'

: ~,/ : :t. 1,/ I I, I I: ~ II I . I 1 II 1,/ ,. ·.1 I

: ,/ f ::'t I i ( :.

-----~-.-----1:--.·.·--~. .c.-,~ _~.L__.·- __ ~-.~-'~--',,_--_.~._-_~-1~~ :"r _. • --~----r-~--~~~-T--

I I' I .' .''" t f r

f ~ ~t I I:

J .. :

: ' II I I, I II I I/. I: I

O-r"-'l'-1r-f-H"hr+-r.-'r..,...,..,.....,,,.,..-,'--i:-1,..,.....-\-r....,+r-t-'"'h...-r-r-..,.,--.,.....,r-rr.......-.-....-....,,.....,.h...,...,r-r.-,,...,..--r'""1;-r-t-

50

150

100

p',psi

·688Q-cu4n.dot

.' '..a:~~O-CUSn.dot

!qieckDote. 'TeSt file-Test Date: .Chcc~ By

09/19/06 jot

09/20/06 idt

63.5-65.5 . nih63.5-65.5 njn63.5-65.5 njh

Depth .. r:~sted By

~9rr~~N~.: fh~~$ .'. . $orTIpf~, T9p~:J·[jescapti~n:M~I~ti 4~t~;'~t9Y~r;g~n1~' ~i!~:(j~); .Reinarks:Systeni (),,;;·@)·=a4.S 'mlriitHg~

test N·o.

Wed. 15-NOV-2006 14:14:09

--_ ..._----------

CONSOLIDATED UNDRAINED TRIAXIAL TEST by ASTM D4767

Max. Shear

c' "': 10.2 psi

¢-' = 20.0

" I I It: t 1 t « t to t " 1-.--L....1..-J _L....L....1.-L_L_L.1-..L..J I ! I I ! I , I F I I 1 I • l f f f ,;: I I ! I

j: . /!tan 1" "-' 0.36 ! I I ! ~ t

___________ ~ _ '. __• h __ .. __ .. _l_ .__ .. .. ..L_.. h .. _ .. __ .. _ .. ..i __ .... __ .... -__ -1=_ ~ __ .. _.. -......~: : i ;/'---~ t: ~ ~:~.: LI I ..-- r ! ~I I ~I I I -- Ij; I __ I I ;..

l I ....- .... ; ( ~ t.. --.. --_.. -- f -.. -..--__~ ..} /" :-~.-~ ~ -.. -j .. -_.. -- - t- - - ----1- .. -- - .. t

I ..! I . I ~

. ~~/ '; [t-~:;a I ~o-U. ':\ , ":,, , ,~rt, Jo 50 100 i50 200 250 300

p'. psi

150~

J1

100

'ijCL

r5

50

ISymbol 6- t, --_.. r----~1-'~~-----~---1--~-t------ -I"----+--.---~

I I I Sample No. S-17 S~17140 -+---''----+---I'---l-........L--l-----L-f_

, Test No. CU18 CU19I

: Depth 68-70 68-70f 'I !

120- -- .. --{ .. ----i.. -- .. --~ ...... -- -Diameter, in 2.87 2.87: 1: Height., in 6.07 5.9I I I h."....:+."---'-------+-----I----t----+----1I I I "0 Water Content, % 35.1: 36.5

100 - -- .... - ~ .... - - .. -:- .... - - - +.. -- - .. ",", :p .....----------+-----I----t----+----1I , I E .Dry Density. pcf 84.52 83.09i :: S~t~rc;Jtio~1 % 92.6 93.1

vi(f) 80 - ~ , i- ~ Void Ratio' 1.05 1.09~ --~---:-----r-----: ----- L. W(lterp~ntent;% 38.5 33;6~ 60- _+ __ L_ --L-----L---- I- :c1'ory DenSItY. pcf 83.8589.77~. ::: e Soturati~•• % 100.0 100.0w : j: ,£ VofdRatio. 1.07 Q,9;S3

o 40- - ~------f-~--:~

tt

300250

CONSOLIDATED UNDRAlNED,TR~XINr'orE?T by:ASfM D4767150 ~ ~. I ! • ! , !! .! I ! , ! ! , I! , I! I I L~-L! I •• I I' . " I.' ! ! !(, I ' • .J,....l I

1r, ~o:~~h:::,'I, 1 i

¢ = 10.4 : :I I "j tan ¢ _= 0.18 r: :

100t-----------~-------- .. ---t--· .. -- .. -. --~. u_ •• --;------ ·----..• .. r--·-·· .. ··---·---·

1 ! i: '_Jj : I: l-- t~ : : : ;::..::.-: -.: ":'- ::-.:. ..:- .. - ...... :~ - .. .:. - .. , _.- - ... < - ~ •

5QJ-----------;-:-~------~~~/-~-~--~~c, :i_~ //i\ i

o!-...-?-.-q I j I I I, ~ J I ...-rri-r·.'.......,.,'rl of.-ro-ilr.TO"'" 'T, -1...,·..;...,.."....4~-.--;,;.,...-r-".....,........-.".-4'-o 50 100 150 200

'iiia.

IT

1

p. psi

'.' .

! ,

.';'"

S-1'7

Test No. CU18.

Void Ratio 1.()S' 1.09

'6 Wqter Content, % i 35.. f 3£h5:tJ:s Dry Density, pef 84.52 8;>,0$1

$oturotiOI"i. " 92.6 9;}.1

Strain ot Failure. ~ 11.2 6.06

Shear Strength. psi, 21-..35 ,'37:e2Ver. Eft Conl:J.Stie~ psi 25. 100.

L. WaterCohtent.% .. ~~.S 3~.§,/'0~ :prY D~6sity, pcf ... 'B3~~'~~5!?i7,~ b'S>-:'-:a';:"tT.~rC+·.~';";·~~O;;":I1*~:r"';%~•.'~'·'--..~.......,f--;.'-1iJ'"'"o-+'·~-;O-,.,-t.,.7/t+:O+07,0,.,.....""'.:,h'-'-.+'¢T\,(+'i.*,,~-.-j.~Vojd,Ratio 1,07 0,939 "

m Bock Press., pSt 115. &7i~:3

E~pt~_.__. ...__._...~._6_8_-...,_to--j_6_8~'--70-t_-- .+-__-1Diameter, in i 2.81 2.87

Height. in I 6.q7 5.9

Symbol f 0 6f---'---~---._-.-_+_-----+---+_-_.. f.--':_--..Somple No. I $-17

'Measured Specific Gf-d'tity. 2.7l:L 2;!l3,LIquid limit 51 ,,

150 J .1.!j_'.!. t. I I i ~

i~ j : j j It'

'Vi: t' t ta. 100 - - - - -r -----;------t' -----: ----- I~ ., , I , ' t~ ~ :: : ~a:: ~ .: : ~o I I r-~ I I • 1 L

I tIl : ~~ 50 r-----f-j- --~----- ~ -----T- - - - -.,.

J : ~ : tJ. I I I I~ , " r

1 [ f[> ~ : ; ,-+

-1"0 0 10 20 30 40VERTICAL STRAIN. %

403010 20VERTiCAL STRAIN, %

o

CONSOLIDATED uNDRAINED TRIAXIAL TEST by ASTM 04767

jOOrr I ~ ~• 1 :~ : [~ 5°1-' -----"TJi -----;--·----r-----t-----l~ I I I-(fl - • I I !-~'l ,I I t-~ :': t

~ 0t1---- ,,: ---~------~-----;-----~tfW I I i

, r, t~I-50 -+--.---+--.-~-_r__+_-..____i_-..____+_

-10

1I

300250

Re~Qrks: System B ";'t50= 112.5 r-nih.TrioxiQI 1,O,6~1e

'c' ~ 10.2 psi

.tp' ~ 20.0

150 -+..l-L.l-L..L,.L..l.--'---'-LL-L.L.J-L..1-l-'-L+-LL-L.LJ-L..l-LJ..J..,:,'.. ""',-LJ-JI-L--'-.LJ-L-4-LJ-'--'-'-l-L..l-Y ---L..l-L.l-L..L.,---,-,-r

! Mo/C.. Shear t,I,,, /'"

ton¢'~ 0.36 : J ___... . I r ' 1,..-- ~_---- __ ~ ~ ~ ~ ~-----------J---- --------r------------

I f I f ,..- 1, f I 1......- Jlit f ....-- t~ ~ Ii.... Ir I I ,..--, II I I ___, II r I I •t I ~ -- I lI I .,..... I ,I I ___, I I

j J i I t50--- - - - _c. - -'- - {- - - - - - - - - - - - ~ ?'.:'--::. - - .-:-- - -:'-., - - - - - - - - - - ~ - - -. - - - - - - - - -:- _. - - _. - - - _.- - -

I -i I I I

, I I I II I' l I II I,

~ ~ - .,." :..t~ "I· 1;:;

: ·,·t~ ......1

100

Wed. 15~NOV-2006 18:17:30

CONSOLIDATED UNDRAINED, TRIAXIAl. l~Sl,byr ASTM D4767I I I ! , , ! I I f j, I' II! If' • I I I f '--' . ...L.L_._~J_.L-L.I....L~

I :: 1./ I I-

~_M_Q_x_._S_h_e_ar_~, : /,': fc' = 1. 3.2. p~I: :/ : .A,' = 29.1 I, /1;'f.' I / ' ~ ~ton ¢' = 1).56 i I I /' I : ~

-- ---------(- -- -- --- --: n_~--; t-------i--'- ------[- ----'----t: /' I L

. , ' : ~

.--- -1-- --'\---;----- -~-,.- --i-- -.---- -:- --tf \ : r l~I ~ I: \ : :t I r

,", i -r I f I i ii-t:L tit f •150 200 250 300

IIIII ,/

50 ----·--------1--->'~-

J-?ff\~o 50 100

150

100

1

p', psi

Ver. Eff. Cons. Sfre~. psi I 29;91:1 120.

"0 Water Content, % 32.S:· .. 35.5~f----,~--..:......_----+----t--:---1---"":;"'+----jE Dry Density, pef 87.99 80;59t-.:......--~:..-_--4---'---jf---~-4--~-+------'!

Saturation, % 99.5 90.2

Void Ratio 0.859 1.03

PlastiC limit . '34;

.... Water Content %: $:tA 3f:j.:611-,D-ry-,-D-e-n-s-ity-.-p~,C-'--:f~~--l--6"z''''':-+':g5*,,:-......J-8-;-4'':''.~t';~'''2-, +++.,.;..,.-f+p.......;7rlI/,l'fl). Saturation*. " . 106.0 lQO.O.... f-------~-..;,......,-+'"'_"'--...,....f-...;.:.,.,..,.....-+_ ----"-,!'-"-----;.f~ Void Ratio " 0:994 0.933

m Back Press., psi 52.6t; 37'.

'Strain Rote,%!tnln O'.g,2 0.02

Depth '1~~;~d:5:I-~-~-------

I-D_i_o_m_e_te_r_,_i_n__~_._L2;8i ";?,~:

Height. in :5'.9 !:k7:8

20

prbJt:l.ct No.; GTX-6880

lototi6rit Calvert County. MD

Ptlose cafculotiol1sbdsed on start and end of test.

... Saturation is set to 100% for phase calculations.

~:;, . 10:' '15':'. yrRTIC.ALSTRAiN; %

'Proje~t C

------------------------------

'OJ0.

a-

CONSOLIDATED UNDRAINED TRIAXIAl TEST by ASrM D4767150 -1 : ' , I , , , t !! t , , I , I I , I !' , , I ! I , I I I I , ! I ! I I !!,.., I , I , , ,. , I 1_

-f Max. ShearI: : ~j c = 21.-3 psi . : , : : ~:.; rfJ=15.g ; : : :-1 ; 1 : ;1 ton 4· = 0.28Ii; ! I ,..1-- 1 • I I r

100 -r-----------~----------".- +----- -- -----~ - -- ---- -- --~ --- - - -- - - - -- ~ - - -- =- -./0- - .=-:-t

1': ;: --1- t

, I I _ I ,

I l I -- I tI I J-- - I

~ 1 I --:'" - l ! !

1 : ' li;-- ;-----....: it"1 I : -~. 1-.............. J~. I ~- ~ J "" '

501------------i -- --- - - -- -~ ~- --=-- : - - - - -" - -{- - - .- - - - - - - - ~ -- - - - - - - - -'- -:- -- - - - - - - - - - - I, _~i /: '\ tt----ft:.': ~: ./ : :\ [,.-" (: : 1/ : ,~

o~ , I .1 ,. I I i , I , I , , I I I ' r ~ I I, " ,..-f-o 50 100 150 200 250 30D

p. psi

II

Test No. CIJ16 .'CU1735G -+--'---+--'---'f--'--~I---'--+_

100-

I Depth 128.5 128.5I I I300 - L .... L :- Diameter, in 2.B7 2.86f I: l

:;: Height. in 5.95.78",I I II I' '0 Water Content. % 32.6 35.5

250 - - -- - - ~- - -- - -:- - - -- -} - - - -- I- ., 1------.:.----+----f-----t----+-----1I ,I E Dry Oensity, pel 87.99 80.59

.~ i, I• ::: Saturation, % 99.5 90.2

B200- -----~-----~------:..-----'-- VO;Q RatiQ 0.859 1.03g; I: 1 ~ WQt&f CQl'ltentt' % 37.9 35,6

I I I ..c~ t--~~~--'-....,...--_t_-~--t-----t-...---+-----ja:: J" Dry. Density. pet 82,05 84.62o f 50 - - - - - _.J_ - - - - - .... - _ - - _ L - - - _ - _ Ui t---'----'--'------+-----+----t-----t-------j~ ::: ~ I-S_a_t_u~r_a_ti_o_nf,_·'_"_' -11--_100--_,_O_t-_1_O_O_._O_t- -t- ---j.~ :: l ~. Void .Ratio O.!;jS4. 0.9,33

- - - -,- - - - - 1- -- - - .-1- ----- ~ -l-m.........~B~a_(;""'k"'J'_r...;.es'-$_·'_;-""'p....Sl -+-_5.....2"'-.O_1-+--3-7~·.-;----t-----1; : I Ver.Ef( COhS~' Stre~psi· 29.98 120.

.:---:.+- J', !. ':$fi~9r;$~,~~~,,;p~i/' ·36;~t7L5750- -:-'7 ... ·1'-:-::---r---~;~r- .... '- i;;$UiJ,i:!! d~tcii.l~fe;;~ 4:11..2.3

;.: ··I+~s..:...'l...,r..~gi-n-R.....o..:...fu.."."_',-,;.,·~..:./_mt;;"".·""ri_.· "":--74_.."O.",.O"..2.".·----f.+--~O;,.,!O ....~..:...·+·+------1-----1t .1l3-VQI~ .'g;~?;;:: ,():9$/

.. hlp. 1'5 20 l-M-e-o-.~-u-re~d---S-pec-ifi-Ic~-~'Gro¥-_-~rty"'------....J1--.....2F;6""'Z'---:)"'",·;,+-"'--'-2..:..."'.....$+2.........-+"t-,:=)','-,--+-~----ltiCAL STRAIN. % qClyidHmiJ .• "1 ..... M'··$.li:.'i/

o I()

150~ I i !- ; ,

i(\ ! ,jl :\: : :

.~ 100 -+L _.... _L __~_- -_ .. -L---- _L----if : :~ :

:". ,": .; : !

I J 1 L rI' I l-I' I l-It! L

: 1 t!> 10 15 20 25

VERTIC.AL STRAIN, %252010 15

VERTiCAL STRAIN, %5

o Io

CONSOLIDATED UNDRAINEO"TRIAXIAttESfbyi ASTM 04767

150 -j I ! I I I : ' I ' ~-i j I , I ~~ ! ! i i r

[ 100 -t ---- - j- ----J ---l---- _J -----tr.. 1 I f I I~ J~;:: 1W J I . I I hg: I': :i : .F~ 50t ---. -i---- -i---- -+-----f---- - tt' .

I I ,I I ,,I I

~; ! ; : I~ I r

~. I. J I II I

100

'Uja.

rJ-

50

50 100 150p', psi

200 250 300

r--r--:----......-r'""'-----,-----'--,....-----,-----r.--~--__r,-......._,__~__,~--'----.---- ...-S\iiTlple No. ,Te:.>f NO', Depth- 'Tested By .Test DateCheckecJ By i CheckDq~e fe~t File5-29 . ;cUH> 128,5 njh 11/03/06 jdt 'l?880-CV16n.dct

Wed. 15-NOV-2006 17:43:03

24 24

.A6 16

12;9 . '. ",J5

0 6 [!]

5-24 S-2.4 $-24-

CUlO CU11A C012

10~.5 103.5 103.5

2.87 2.87 2.87

0.82 5.85 5.85

26.6 22.6 23.1

93.43 95.13 ~7.17

87.7 77.7 83.1

0.831 0.798 0.76

27.2, 26.9 26.3

98.04 98.36 99.47

100.0 99.!;l 100.0

Diometer, in

Height. in

'VoidRotl~

': O:~5,'

Symbol .~.... _Sample No.

•Depth

.TesfNo.·

0: W()t~t' Content. 7.i+'f-'................-.,,---.:.......---4-----+------'I-----t-----I

.:§ Dry DElOi>i"ty, fYef

Sbttir~ tiM, ,;

, ':$Qmpl~Jype: tub~' ... ": ..... .•.. .... ' ....,". .; l--'_-J.D~$criRtiOn: Moi$t,dorkolii.!cq(ay'Sond"witfl sil!t claY (SP-SC},l()% PO$si0912OO sieve

,IIII I J_____ ~ ~------L-- __ -.1 ~ II I ,f t- ~, I It I I

---~-~~-----~-----~-~---I I '

,I I II , ,

., I ,

I , I-----+-----I------~----~

I I II I Ij , I

! " II I ,. J__ _~---__ L _I I I

I I" I.

.,:.1'>;'"1:

Phase calculations based on stort and end' of teslWed. 1S-NOV-2006 15:45:22

* Saturation is set to 100~ for phosecalculotl~ns ..

. ,E- l t _.t· .t.

10050oo

50

CONSOUO~TED, UNDRAINEll,

.. --_ ..._-_._-...,..,....

52520

TI ...

I ~

, I ' ~j. I J- i-:------:--- ---t-----t: ' : ft-, 1I I,

I

i-----f: t

~

VERTICAL STRAIN, %

CONSOLIDATED UNDRAINED ,TRIAXIAL TEST by ASTM 04767

300 ! I .-t-

j' tL!..: r , I I·

~ 200 t" .... j.--.. :------i-----i-··---t~ j , ; 1 : ~

iJ~i!~r~ 100 4- ---; ----·i------~, -----~-----T

j , I I I :

~'I / ::; F

I !' rr'i-

: I • ~() -f'---.---+-.---T-l-··T--i--r~..---t-

10 15 .20 25VERTICftL. STRAIN, %

5o-50 -l--,----t--,--+-j-.,.---jr-.--;----,..-_t_

10

100j

~'iii 10. 50 '

~

J----:--• II,

l.:J"0::~U)ViW0::0...(f)

~uxw

1

I

300

.~8~();,.¢91Jon.datl:2h.dot·

Max. Shear

c', "= 11.4 psi

'P'= 27.0tan ¢' = 0.51

o

150 -+..l...-!---L-L..L...L-lL..L.-L...1--'--.l....-'.-'-"----'--1-'-"-+-'-'-..L.....f..........L.J.....L..L.J t ( f ! I l ..-;!J,.....L-.l-L....L...l-!!-I I / ~I I 1./I I J

[ i / / 1 '~'.' I / I,I I ,. tI ~ I

/ ,• ), .: ."./ j :_____ - -

100

'j)~

a

50

Wed. 15-NOV-2006 15:45:34

Max~ Sheaf

c' :=: 4,22 psi

'P' = 18,3tan ¢' - 0.35

oo

CONSOLIDATED UNDRAtNElllt~lAXiAL: TEST6O-+....L.JLL....L.Jl-L...L.JLL...LJ~1 I I , , f l' ,"I , , , I , " .'..'. i I " , ..+-,...-

IIt':"m~\!,.

CONSOLIDATED UND~NE[)TRIAXIAL TEST60 ""!"," I I " I I I I~I I I t

I Max. ~~~ i:Ii C = 6. 14 ps~ ; J; r

4a j-~~~-~)------- -L-- -------~---- -------J- --- .. -- --.. -"- ---------1, I I I ~

1 1 j ~J fl !

; : : j ~ ~1 I I I I S

20 - - - - - - - - - - - - ~ - - - - - - - - - - - - ~ --- - - - - - - - -_:- - - - - - - - - - - -l- -------_ --_:~ --- =-= ..--~:-1

j4 i l _-;---~~- - 1 r

, f _- ~ // ~ I F

-J --C:-----'-- £:1/ : ,,! tf· -- (/: \ I I ~ \: ~~ f. A t: j ~. i r-o I i f~TIi)Jr i' i F"T . . J tit r ., T"'T"T""T~l'I-1 j , -J+(} 20 40 60 80 100 120

P. psi

!Symb_O_1_.__..__~_-J..__i_-_"-1-_6_-+ __-+- ,I Sample No. ! 5-13 $-13 1

35 -+-.---J''''-'-l--'--:-+-...i..----4-I--'---r f-.--:.--------f----+---+-----t----1I Test No. I cun CUi50 t

, I : r Depth 4-8.5-50.548.5-50.530-·---- i-----+----+----- aiom.tar. in ' 2.87 2.87

I J I Height, in 5.89 5.95I I I

: : : ! c Water Content, ~ 34.0 47.325 - - - - - i --- --T-----i ----- -+- ~ !-O-ry-O-e-,n-s-it-y.-p":-c-f---+-8-5-.0-3-+--7-0-.-7-7--1----+----1

'iii I I I': ::: Saturation. % 95.0 93.4~ 20- - ~ ~ J _ Void Ratio 0.953 1.35

e: :: I Water Content. ~ 38.7 35.5C/l : ,: 51----------+-----4----+----+-----1t:z:. I I I . ~ Dry Density, pef 81.85 85.45o 15 - - - - _.J - - - - -I-- - - - - - J. - - - - - c- Vl 1'-...:----:..........:...........----1-----t----i-----t-----;~ :: ~ Saturation., % 100.0 100.0

~ : ~ Void RoUo 1.03 0.943

10 --t.•f':."':TI:''':·~:·.:~'''::;,

CONSOLIDATED UNDRAINED TRfAXIAL TEST

60 +---..J_...l----:..l._+60 -l-L--l.l---'---+---------'---L--'--l-------L.-4-

f

\.lIlI,,

-----l-----j------l-----l----- ~:~'y ~ ; I

II I J II It!

i / j 1 f !~ , I I !

20tlr-~---f--··--!:: : i ~l'1 I tI I ,

o r i ; Ii'o 5 10 15 20 25

VERTICAL STRAIN, %

-L~.. i-L-i --"f', Ir I

: : ~I I ~

; : : : t-

'! 4oJ-----L----j------~-----L----I £ .. ! I(lj ~ , ' , I

~j;rN::: ~III I I I Icr: t I I i ~o --j I I ' , l

~ i~J: : : : J.~ 20 - I - - - t-----~ ....-.. - ' ..----i-----f:: . ~I I t

o-r-r-J !i, j f(} 5 10 15 20 25

. VERTICAL STRAIN, %

120o

60 11'-__'_'_'_'_'_'_'_-1 ' " l, ' ...J.·..l.·.i...J;-i,·..J·lC...1....L.LJ...........L..L..iMox. Shear

I .,

J c' = 4.22 psi : I :~ rf "" 19.3 : .:.:

I : I

ton rf;' = 0.35 I, I• j ~ : l .: "".~_____ • ..... .-- __ .t . 1"- - ..J __ .. __ - _ -- --- ... -"---.------

: t : : ----1 .I I I ,---- II I I i ..r' t

: : : ~ - ~I I I./' I I'I I I I ,

I I V I I~ I ... ~ t I

- ~i-_-",- - - '-- -- {- -" - - - - - - -- -t ? ......- :::----=---~- --- -- -_---_L--.---~~- ~-~-~--:..- "T"';:--, . I ,. 1I 1 I Il I I II I I I

--' - :::l l II I r, I ,I I Il I I

O +,........-r+.,.,,.....,.......-f---tl,........,,r-r-.,..-,.....-T---,--,..............,,.......-T~"+-,.....,....,....,.......,...,._._,~ ....~ ..,.-,,--.--r-,--r-r....--.41·,.....-,---'r-~-~ ~ t· i . .,-,-20 40 60 80 100

40

20

'0)a..0-

p', psi

...~.Sample No.

5-13

'$'-13

Depth Tested By

njh

njh

Test Date CheckEidi By. 1oh9/Ofi·· ·)eft

.. ..: ..

Test File

,; .

:,.--:-... ' '. --. ------ ..

.'

·eoTestin~:fi'rojeet; Colvert ~Ijffs Nuclear Location; Colvert Coon~,fA.[):proleq~N.q__,;:G1XJ.$aaO!/:: ..·.xp.re$s,:~~ r~oring'Nb.; a~4J3· Sample TYpe;tlJ9~·. . /"',1;.:-... ;>·

•.-.....vo!~~ic;, tle;criptiQit;Moi~t. ~/ock·cray; 95~pdssil19;#40o·s1~:;:;·:·;;·_;:00F__c .Remarks; System [t'- t50 = 200 min. trio'x,o! Rev ·Ul.~.318 .. 1?

.... /

.'Wed. 15-NOV-2006 16:37~33

Projeci No. 06120048!April 13,21107

Schnabel Project No. 06120048Appendix I: Soil Laboratory Testing

D'tnEcT SHEAR RESULTS

Schnabel Engineering North, LLC

;;""",

.. _---_.,--_._---..~...- ..__.,....,...

Consolidated Drained Direct Shear (ASTM D3080)

Nominal Shear Stress vs. Effective Normal Stress

o 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 176 180 190 200 210 220 230 240

Effective Normal Stress (psi)

ICalvert Cliffs Nuclear Power Plant

Calvert County, MD

CCLF3_COLA_P2_FSAR_APP_2.5_A_Schnabel_Binder_03_P56_Page_01CCLF3_COLA_P2_FSAR_APP_2.5_A_Schnabel_Binder_03_P56_Page_02CCLF3_COLA_P2_FSAR_APP_2.5_A_Schnabel_Binder_03_P56_Page_03CCLF3_COLA_P2_FSAR_APP_2.5_A_Schnabel_Binder_03_P56_Page_04CCLF3_COLA_P2_FSAR_APP_2.5_A_Schnabel_Binder_03_P56_Page_05CCLF3_COLA_P2_FSAR_APP_2.5_A_Schnabel_Binder_03_P56_Page_06CCLF3_COLA_P2_FSAR_APP_2.5_A_Schnabel_Binder_03_P56_Page_07CCLF3_COLA_P2_FSAR_APP_2.5_A_Schnabel_Binder_03_P56_Page_08CCLF3_COLA_P2_FSAR_APP_2.5_A_Schnabel_Binder_03_P56_Page_09CCLF3_COLA_P2_FSAR_APP_2.5_A_Schnabel_Binder_03_P56_Page_10CCLF3_COLA_P2_FSAR_APP_2.5_A_Schnabel_Binder_03_P56_Page_11CCLF3_COLA_P2_FSAR_APP_2.5_A_Schnabel_Binder_03_P56_Page_12CCLF3_COLA_P2_FSAR_APP_2.5_A_Schnabel_Binder_03_P56_Page_13CCLF3_COLA_P2_FSAR_APP_2.5_A_Schnabel_Binder_03_P56_Page_14CCLF3_COLA_P2_FSAR_APP_2.5_A_Schnabel_Binder_03_P56_Page_15CCLF3_COLA_P2_FSAR_APP_2.5_A_Schnabel_Binder_03_P56_Page_16CCLF3_COLA_P2_FSAR_APP_2.5_A_Schnabel_Binder_03_P56_Page_17CCLF3_COLA_P2_FSAR_APP_2.5_A_Schnabel_Binder_03_P56_Page_18CCLF3_COLA_P2_FSAR_APP_2.5_A_Schnabel_Binder_03_P56_Page_19