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TRANSCRIPT
-
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