HomeMy WebLinkAbout3603; EL CAMINO REAL AND ORION STREET; REPORT OF SAND CONE DENSITY TESTS;'. .?
f
TETINGEF'JGiNEERS - SAN DIEGO
J 7895 CONVOY COURT, SUITE 18 /
SAN DIEGO, CA 92-111
REPORT OF
SAND CONE DENSITY TESTS 4
A.S.T.M. D1556'
TEST.- . .RESULTS RESULTS - RESULTS. RESULTS RESULTS RESULTS . RESULTS. I
Wet Soil, Lbs
. C 2 Moisture WET SOIL / C) 1) - /O O / /0 )
Determinations DRY SOIL
DIFFERENCE .If
%MOISTURE
Unit Wt. of Sand, Lbs. / ft'
Sand in Apparatus
Before Test, Lbs.
6 Sand in Apparatus
After Test, Lbs.
7 Sand in Hole + Cone, (5) - (6) C?
,
Vol of Hole '+ Cone (7) - (4)/ 8
Q
Vol of Cone oj 0/4 0 O4j
11
0
Jolof Hole (8) - (9)
- .-
Wet Density (1).- (10) ) 0 I D- ,
,2 Dry Density
(Moist.+,100)),x 100.? 6
r Standard Density 4; j J1 J.J 5 j ii .s' .
14 % of Standard Density ((12) - (13)) x 100
Optimum Moisture
15',. ''
16 % Density Rquired S .~' 1-9
17 Co~nlpl'es esNot wli
Do
Comply! ~j
TEST 1 RESULTS RESULTS RESULTS RESULTS RESULTS '.01. RESULTS RESULTS
Test Numbers
MID Curve No
NO . . .. .. .. LOCATIONS- . :" - -. , -. , . -
CVl bci6 -... c7 3
/,. ... I-
-
PROJECT . - , . . - WORK REQUESTED BY - - . ,
PROJECT NUMBER
TESTDATE/TECHNICIAN - N liI IGNAT4ft ) . - .. DATE - . . ATPROJECTSITE . -
.
BYPHONE
THIS REPORT DOES NOT BIIEV6HE CONTRACTOR OFHIS RESPONSIBLITYTO BUILD
PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE-CODES
WHITE Office CANARY -Field Technician PINK Contractor -
._.-.
Form#O15
t 1r .'
'
EsTING ENGINEERS - SAN DIEGO:
'
7895 CONVOY COURT, SUITE 18;c 4.'.;
SAN DIEGO, CA92'lil
S
S
5,- ..,'•4,.. ,.
REPORT bF
. - SAND CONE DENSITY'TESTS
- A.S.T.M. D1556
.
'.
1 c-v.... 5 .••'
..
TEST ' RESULTS , RESULTS '. "RESULTS , RESULTS RESULTS & RESULTS S'RESULTS I
Wet Soil, Lbs.• 57 2$> 5 di' 3 ' • ________ 2 Moisture - WETSOIL I0' laD S )0 /a
Determinations DRY SOIL
- DIFFERENCE-. -'.i)
%MOISTURE 1I'b • 1A-. " . /h ' - J,t' L .., • ___________
Unit Wt. of Sand, Lbs. / ft3
'Sand in Apparatus
Before Test, Lbs. .~4'') '3 . '
/ '. d -)
.' ,
'
' S
6 Sand in Apparatus . S
After Test, Lbs.
•
.
S . S
Sandin Hole + Cone, (5)-(6)_
. Vol-of Hole + Cone, (7) ~ ()
. ,••,••• $; / 7 00
9
Vol. ofCone
- 044 &o ig 6.01/1 ..
•-.
.
-
4VoKtof.,Hole (8) (9)4 01 o4 , 7 C3,t,. ::?c-4 11 1 .We Density (1) -(10) 7 :i /41 4 / , 2
j
113' Standard Density jj ic i :.c 5-; 1 . $ S. I Q: j-'S'
___________
25 •1
" % of Standard Density
((12)- (13))x 100 1 O2 i.$"o Cl 1 4
r Optimum Moisture JO Ic 0 Al * I ..
16 % Density Required 9ç 9 Lf,q 5 7 .5 0
_
- •-'.:' :--':'
TEST .s '.'' RESULTS., -' RESULTS RESULTS' , RESULTS - "RESULTS .
- Test Numbers
' RESULTS ...RESULTS
>/ _
' MDCurveNo..
-
- ,'
. - , • ' . :- : T.' :
S
-' -. ••" '' - -
5
5,.- ' ' LOCATIONS . -• ' •' " "', ,'
p 136
, 31-t5'o ,:-.,-, :';
'5oo. ' '.5"...
S • - 5 .. . S • • - I - . -
PROJECT ' . • • .• , • . WORK REQUESTED BY - - PR9JSECT NUMBER
t/(.-! i-" '/
TEST DATEITECHNICIAN "
• -.--'
NOTIFi P (SIGNATURE),a, DATE ATPROJECTSITE • BY PHONE .. •1 - . .5, -, . I — I •-.-- . . ,-. - .-• - - Li '..- .
fl AV "
• THIS REPORT DOESNOT RELiE 'EIi-IE CONTRACTOR OF HIS RESPONSIBLITYTO BUILD ,,-'
PER THEPLANS, SPECIFICATIONS AND ALL APPLICABLE CODES
WHITE-Office CANARY -Field Technician PINK Contractor - S ' 'Forrn#015
. .
2 Moisture WET SOIL
V ( W
.106
ttt I
JO 0-/04) I •
4 . Gi..•
C) ,q ' Determinations. ORYSOIL ,.
. 3 ' DIFFERENCE ic,. .c . -- t;-- - ,- '11.0
%MOISTURE
Unit Wt. of Sand, Lbs. / ft3
tv
Sand inApparatus .
Before Test, Lbs. _
.--.
. .•. '1_ o'
.. . /_3._Dj.
. . /3 _> , I.3,•: ,
6 Sand in Apparatus
After Test, Lbs. . T_I, _. . .
. _'5 A
,2
' c ?
: Sand in Hole +, Con e,(5)-(6) , '? 4_•1'
8 ,VoI:ofH6le Cone, (7)—(4).
.-.Vol. ofCone'
.'' o'4 0.4,4 94i4 .0,D4/
10
Vol of Hole (8) (9) _ t' (2,O4 3 0 ,D 4f
WetDensity(1)~(1O) '1?oi -,31.7_. /_7'g 1 .~
.t.
?•r
13'?)
5_,q7• ...w:5,...,
7,0
74 4 42
O,o4,t4 dçyP ''T..'
b?q~o;-:-
J •?P•4.
12 ___________________oo
_ ::3_.: 1_. 0;, 1'•c•'_•• I:/ _i
13
Standard Densi :j3 /'jø•,f; /Jf
/,?/__:'i•q'.
_)):J jc
-
OF
REPORT-
78é5 CONVOY COURT, SUITE 18 SAND CONE DENSITY TESTS
.SAN DIEGO, CA. 92111
..
A.S.T.M. D1 556
TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS .RESULTS I
Wet Soil Lbs
Li.
TEST O EITECHNICIAN . NOT I (S ATrE ' . DATE . . -' ATPROJECTSITE BYPHONE c •.,, - , bi • .. .•. - / c 1_- .....o o,.
THIS REPORT DOES NOT REL EVE TH CONTRACTOR OF HIS RESPONSIBLITYTO 'BUILb
PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES
WHITE-Office CANARY-Field Technician PINK-Contractor Fdrm#015
ww
TESTING ENGINEESAN DIEGO REPORT OF-
7895 CONVOY COURT,,SUITE18 . . .
ND CONE DENSITY TESTS
SAN DIEGO, CA92i11 ,.• . .
,: ,A.S.TM. D1556
TEST RESULS :.RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS I
Wet Soil, Lbs
2 Moisture . WETSOIL /0 ?. /o (, La . / o . 0
Determinations DRY SOIL Cj ' 40
3 . DIFFERENCE 0 .1 0 / ... /0, ? 71 70 -
%MOISTURE 7. a
Unit Wt. of Sand, Lbs./ft3 ç-icv'
Sand in in Apparatus
Bfore Test Lbs.e> . .
o j :-
6 SandinApparatus
7 $34 5 1/ After Test, Lbs.
Sand in Hole .i Cone, (5)- (6)7. 797 / $7 . . ...
Vol. of Hole + Cone, (7)) Ot,7I; O,O$T3 O;O?o O,090q.C2,()
Vol. ofCone . ' O4 .(-),o'j/4. Oa414 , -o4i4 &,c54i o, -/4. co'c
10 Vol of Hole (8) (9) 0 o 4 1 Oo4 6 e'IS 0, 0/1 fl
it Wet Density (1) (10)
12
+ 100)) x100 / / c"?
r Standard Density,
14 % of Standard Density
Z,(13))x 100 -. -'
15'
( 'I' ((12)
Optimum Moisture /) /7 ) 7 L / ? / ) 2 /
% Density. Required C 5 c.
omPIie oesNot>
-
Vi I;z' >
1105
TEST RESULTS O RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS
Test Numbers Test
-
--- MDCurvèNo. . . -. . .. A.
fES * LOCATIONS 0
zj
, P ,-4-iL.7s 5-7L1c;), j@s7i 6 -
L --- J '—r~
4 . 1A111 <
PROJECT 7[`~ *A%
QUESTED BY PROJECT NUMBER
ESTOATE/TECNNICIAN - - N OTIFIED (SIGNATURE) -- . DATE . - . . AT, PROJECT BYPHONE
S . . . . . 0 0
THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF. HIS RESPONSIBLITYTO BUILD
PER THE PLANS, SP di AND ALL APPLICABLE CODES
WHITE. Office CANARY Field Technician PINK-Contractor . . Form#015
2,DryDénsity .r Il 5
.' I ' 2.). ,)' O-'
r Standard Density
r Standard Density
'Optimum Moisture t f /3 /
16
/ ) J 6 /
% Density Required -
Complies,17 Does ot
Comply >1s 0 0 es
I
I]
r :TEST RESULTS . RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS
S : REPORT OF
SAN DIEGO, SAND CONE DENSITY TESTS 7895'CONVOYCOURT,r SUITE 18,
EERS
.
'
A.S.T.M. D1556 \./ SAN DIEGO, C92111 . ..
. 5t'v\' .•
___________ _____________
I TEST' RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS I
Wet Soil Lbs C3
2 Moisture WETSOiL /) )i —7-040 /00 / C) () •4/ 'D
Determinations DRYSOIL 1677 21 ______ ,' Q(.? .s.
DIFFERENCE I'? ' I 7 /49
.,% MOISTURE I? C, I
Unis:tWt 0 b53
Before Test, Lbs.
Sand in Apparatus
/ 7'a ô /
6, Sand inApparatus • 39 . 5/( i, r- 73 s, 413
Sand in Hole + Cone (5) (6)
Vol of Hole + Cone (7) - (4) Q 0 o O o Y 2'.016 Y? 0, 79w).
Vol of Cone (?4 ,4 44 7) C o4/ o ô419
10
Vol 'of Hole (8) (9) ç o 3 ( , , 4 (, 3 0,044 C 0 cl?5' 0,6 '1 6', 6 . 7ô O 12f2'
Wet Density (1) - (10) ? 1. I
Test Numbers
MID Curve No.
r . . . LOCATIONS . S
)IOO ()r,iZJ 6f'JO ,7&_7'q72, _J)"/5S
J -:j,.- J:1 '- .•
g'lcCA J C
j .iJ. .J .i•. -S j ..' D5,"15
I I1
1.14461. :- L•. - b •.L .• •
.• .• -s.
PROJECT - S • — •• o'- -.
WORK REQUESTED BY, •
• .
PROJECT NUMBER
oo - S ••4 SI . • S
TESTDATEITECHNIC .',DATE _ATPROJECTSITE BYPHONE
- ..' . THIS REPORTDOES NOT RELI ETH CONTRACTOR OF HIS RESPONSIBLITYTO BUILD
' PER THE PLANS, SPECIFICATIONS
S - • • AND ALL APPLICABLE CODES
S • • • --5-'-- 5 S . S
• Form#015 5; 5,.'.. WHITE If . . S., • • S
CANARY:Fie!älechnician PINK-Contractor S - 5 5 . S
S
________________________- _-4 _I• -
I ' TEST RESULTS RESULTS RESULTS ',RESULTS : RESULTS RESULTS RESULTS
Wet Soil, Lb, , .
S.
2 Moisture - WETSOIL . / O( . toz) /0,0 . ____
Determinations DRY SOIL qi, '
DIFFERENCE
-!).T -. '.j . j.,J S.. ., .. %MOISTURE
Unit Wt. of Sand, Lbs: / ft3 '.' '• g7 '
r
C)7l ç. .
5 Sand in Apparatus -
Before Test, Lbs. .
. . .
/ ' ./ .3
•..
. •.. / .13 ,
. .
-
_________ _________
Sand in.Apparatus, .•
After Test,,Lbs.
,
.
.
:2, ?
—i-
.'• i7
S.
'
S.
. . . .
.
____________
Sandin Hole+ Cone, (5) (6) . /,
8 Vol of Hole + Co'ne (7),-- (4) oc' 0, ,
Vol of Cone
10 Vol ot Hole (8) (9) 5 o 14 O o'i-i ô
Wet Density (1) - (10) 1 / I 3 7
2 QryDensity...r .• /).., . -. . . . 1. (6.1) .i(Moist. +100))x 100
Standard Density. L .cc / 5 -' f.
. .% of Standard Density ' ./ -. .• ((12) - (13)) x 100
p j ' . . . . :,
r Optimum Moisture /t /
16 % Density Required
~Co mpIies esNot
Co JI
55 1
I ' TEST 'RESULTS RESULTS RESULTS . RESULTS,. RESULTS . RESULTS RESULTS
Test Numbers ar
Test __I __— _—
MD Curve No. Jo
LOCATIONS . -. • . . . -. .1
P o,11/JAy IVO"r¼ ç.J, 7,,.-,
( . ..L. .
.5. . •.
•3 f:f
;2)
0 ' 0
0 . ' . ,• .
PROJECT . . 0 . WORK REQUESTED BY . .
6I t1, ft e (2 0 :. •
PROJECT NUMBER
-, (. - 2 //'
TESTDATEITECHNICIAN - ' J NOTIFIED (S NATU E) - ' DATE ' - . AT PROJECT SITE -BYPHONE
19 o
0 •,'.
0• S
t
i
A
ING'ENGINEEFS -SAN DIEGO
J 95CONVOYCOURT:SUITE,i81 :
DIEGO,.CA 921.11
rT'T
REPORT OF
SAND, CONE DENSITY-TESTS
- . . A.S.T.M. D1556.
THIS REPORT DOES NOT RELAEVEAE CONTRACTOR OF HIS RESPONSIBLITYTO BUILD
PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES
WHITE Office CANARY -Field Technician PINK Contractor. • . ' Form#015
REPORT OF Ad TESfING ENGINEERS'- SAN DIE
7895 CON VOY COUR1 SUITE 18 SAND CONE DENSITY TESTS
SAFJDIEGO,CA9211,1
-. " .
A.$T.M. D1556
I
TEST RESULTS RESULTS RESULTS RESULTS -RESULTS RESULTS RESULTS
Wet Soil Lbs 2 -5 3
2 Moisture WETSOIL -
Determinations DRYSOIL
o to 0 p o - /0
,.'3,5 _I c
DIFFERENCE/ 'l*.S -' 1 '
%MOiSTURE
Unitwt.ofSand:Lbs./ft
5. Sand in Apparatus - Before _Test, Lbs. j - f /, - -
f_);()
. "
__9 b
- .•
/_?_a
- -
Sand in Apparatus
- -7
.After Test, Lbs. ____-- . - . fJ ,
Sand in Hole + Cone (5) (6)
-Vol. of Hole +C one, (7)-(4)'., _
Vol of Cone (b..,
.10
'i/ o_4,4
Vol. of Hole (8)-(9)- O,33 0,A4 ,r C)_ Doll _
Wet Density (1) - (10) J__?) 3.9___5 1___34____'7 l :34'
12 Dry Density
r_StandardDensity
' %of Standard Density ' ,,,
- 5 "'. , - ,' ' . -. ' -. - ' - . . . . - - j _((12)-~(13))_xl0O
r Optimum Moisture
% Density Required
L Com
pIies esNot
Comply
17
I —
TE5T RESULTS RESULTS'r RESULTS' RESULTS- '- RESULTS - RESULTS RESULTS '
TestNumbers ar
Test
MD Curve No.
-
- - '.' : . : • . , LOCATIONS ' - , - . ' S - ' '. -' '..• '- - I
C 37'
L- iS -7i
L. -"L j' - C'e.-ri°r J .'
J L J ¶LsJ, ("to')
PROJECT
'-LI (- - I'. O,''.-, - - -
WORK REQUESTED BY PROJECT NUMBER
TEST DATE/TECHNICIAN - - -
-o--' '—c.m
NO IFiED(SIGN U El , - - - - - - DATE ' - - ATPROJECTSITE BY PHONE ...:
THIS REPORT DOES NOT RL'IETHE CONTRACTOR OF HIS RESPONSIBLITYTO BUILD
PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES
WHITE Office CANARY Field Technician PINK Contractor Form#015
4f k1?4 4 '
REPORT OR,
TESTING ENGINE ERS
7895SoNvOYCOURThUjjEi8 5 SAID CONE DENSITY TESTS
SAN DIEGO, CA 92111 •. . A.S.11D1556
- .--- I
TEST RESULTS RESULTS RESULTS RESULTS. RESULTS RESULTS RESULTS
Wet Soil, Lbs . 3 / 9..0 ,5 -S1 ' ô
2 Moisture WETSOIL 70o / 90 /170 70 0
Determinations DRY SOIL 011 '31 3 '-4,)) 1`13"74 3
- . DIFFERENCE & .'3 - . 4 3 ..
%MOISTURE' , 2 . ? 'i$. 5.. f
Unit WI. of. Sand, Lbs. / ft3
Sand. in Apparatus
Before Test, Lbs.. , . ) '3 '3 / t)
. .
6 Sand in Apparatus
After Test, Lbs.
Sand in Hole + Cone, (5)- (6) C) '.,/ , .' 3 .. on . _
Vol of Hole + Cone (7) - (4) 0 - 0, ) o I c7 ii 3 0 ii
Vol ofCone 0oe3o 00401 010 o.3 10 ;Vol. ofHóle(8):(9y
" C.) .0 F1S
Wet Density (1) (1 0) •-i 9' 1 II 4 ,
J ((11) -(Moist. +:100)) x 100 1 j I9. 6 .
j 2 Dry Density' / 10
r
Standard Density 1 '3 9/5 / g 9 5 J ? o,5 q. 3• ___________
I.
1Optimum Moisture 9 O 5 o $
r
Density Required 07
17
S o C3 S I
Complies Does Not
Comply ht
.TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS . RESULTS
,cTetNumbers L!~—~Test
, MD Curve No.
TES1
.. . LOCATIONS •' . . I
cAt of to Ili . ó.d* 0 chilA 6w%Cs,gl, (0e44)) /
. *
,ia. A 4 Q q 41 '
(j,j (ce.... ' s
PROJECT . .
(L .
WORK REQUESTED BY . -
. . .
PROJECT NUMBER .
TEST DATE/TECHNICIAN
--(1. •flk'
NOTIFIED (SIGNATURE) - ' DATE.,: AT PROJECT SITE . BY PHONE
o
I.,. T/fJ THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBLITYTO BUILD
-- .... PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES •
WHITE -Office CANARY - Field Technician PINK - Contractor Form#015
?. Dry Density,.. ' .'. ' i'\ 'i "j, .*.,;; . : : •. ', fl' . '.'
13 'it
Sadd 'c L30p I ,
,14 % f iandard density , qL. Ci5 4 .'. ((12) —(13)) x 100 r Optimum4Moisture
7% Density Required
mpes Does NotComply 4e5
1
TEST RESULTS --; .'RESULTS RESULTS RESULTS 4 RESULTS RESULTS-. RESULTS i
REP
TESTING ENGINE,ERS,'*SAN DIEGO SAND CONE DENSITY TESTS
is
7895 CONVOY, COURT, SUITE 18
. . SAN DIEGO, CA, 9211'l A.STW D1556
7-,
- ,fl; -fi
I TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS
Wet Soil Lbs 5
2 Moisture WET /.0i) ,' 100 /OO. ,/'- O
Determinations DRY SOIL
3 - DIFFERENCE-. '.j' -- (4 .
/ MOISTURE
Unit Wt. of Sand Lbs /ft3
- .-i
Sand in Apparatus
)3• 0 J .3,00 ),-, 00 1 bo -' :., Before Test, Lbs.-.- -. S
6 Sand in Apparatus-,,
" . Test, Lbs.. , i. 'After -1.7'f: -','-1"--.)- '- : '. -
Sand in Hole + Cone (5) (6)
8
Vol of Hole + Cone (7)'. (Z) 0
vol. of Cone
6102 003'
.,.
(,h fl ... fl.. 'S •,•
° Vol Hole, )(9)
Wet Density (1) - (10)
- / q 5 13
Test Numbers Jar
Test
rve No. MD~u
TEST LOCATIONS
-V I_',6 k 0 ® S C
I Pr Pr A tof t 6
I
-
I
PROJECT ..," ., . - . - ', '\ ' WORK REQUESTED BY ' . '.-' '. - P OJECT NUMBER • ' Cuv.IK,,i,,4. : '.,-. . '. fl . .. .
TESTDATE/TECHNCIAN - ' DATE ' - ' AT.PROJECTSITE BYPHONE —~3—C'- 0 0
55 '
'. THIS REPORT DOESNOT REIdEVET ECONTRACTOR OF HIS RESPONSIBLITYTO BUILD "
PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES
WHITE Office CANARY -Field Technician PINK Coniractor 0 'Form#015
* - '•_4. fl. fl--fl .....................•'•r
TESTING ENGINERS - SAN DIEGO .
. REPORT OF
%jjfl 7895 CONVO!COU1 SUIT,E 18 SAND CONE DENSITY TESTS
SANpIEGOCA92111 A.S.T.M. D1556
• 'S
I
'
.
• •
..
•. J
TEST - RESULTS RESULTS RESULTS 'RESULTS RESULTS RESULTS RESULTS i
Wet Soil;Lbs . Ti2 '/• Y37 ______ ______ •
2 Moisture WET SOIL /,7 t? I , I 00 • / 0 / 0 0
Determinations •DRYSOIL [.5. S/. S 9L 5 3, 0'
3 . , DIFFERENCE
,,-/..MOISTURE
- 5 ç - J0 .c ___________ .'7,,v
Unit Wt. of Sand, Lbs. / It3
' '• - 't -3 c>/ #3
Sand in Apparatus
BeforeTest, Lbs.
•
) '? / ', J) - 1301? l>
.
) 3 ) .000.
6 Sand in Apparatus • ' A - ' S 3-
- -Test, AfterLbs. 0 / 1 . -
TSandHole+Cóne,('5)-(6) - e3C
o5 10
__
904,
5•_. -
________
.
8 Vol of Hole + Cone (7) —(4) 6 1O5
Vlo/Cone Q 0 O,O4o
- O 06cj. &
1 Wet Density (1) —(10) /__3,7 o 5 -1 '3-1. 1 3 9.
((11).. (Moist. + 100)) x 100
Standard Density
%0. Of 'Standard Density,j . • - -
93, 0
- . '5
L)
S Q 5# -
J ((12) - (1'3,)),x 100
r Optimum Moisture
r % Density Required
j 17 mplIes esNot
)
TEST •, RESULTS "RESULTS,RESULTS - RESULTS' RESULTS RESULTS RESULTS
Test Numbers . st• —: -2- >-<
MD Curve No
LOCATIONS'.
i p
7 -T, -ro I (, P C777.
PROJECT - S
fr .. . •
WO I REQUESTED BY - - 4'- / • -. • ,
PROJECT NUMBER -
I2I%lII1NILIAN ;• AT PROJECT SITE BYPHONE
El
THIS REPORT DOES NOT RELIEVE THECONTRACTOR OF HIS RESPONSIBLITYTO BUILD
PERTHE PLANS SPECIFICATIONS AND-ALL APPLICABLE CODES • ..-. • :
x_•
WHITE Officeê CANARY FieIdTechnician PINK Contractor Forrn#015
REPORT OF
;
I SAN DIEGc
.
..SAND CONE DENSITY TESTS
SAN DIEGO, CA92111
57orin Dt
TEST '. RESULTS' .RESULTS . . RESULTS, .RESULTS • RESULTS RESULTS RESULTS 1
Wet Soil, Lbs
2 Moisture . WETSOIL . 0)0.0 Ago. . *
Determinations DRY SOIL 0 al 3 . 0 DIFFERENCE
/ MOISTURE
V
Unit Wt. of Sand, Lbs. / ft V . 91 0 •.
Sand in Apparatus . ..
Before Test, Lbs. ., I S 0 . .
6 Sand in Apparatus . . •0 . . . -. After Test, Lbs.
Sand in Hole + Cone (5) (6)
Vol.ofHole+ Cone, (7) (4) cDlojg o,-o2'2 b.o1.s 0 V V V• ,, V •V
0 0 V, •V 0 ,0 0 •• V
01 Vol of Cone Jy3 Oa4o1 c',04n'3'
10
Vol of Hole (8) (9) ôOI e) 40 OoS1
Wet Density (1) - (10) / /,_0
1
12 Dry'Density
V(1Most. +100)) X, 100., 9V
V• I 1.O 9/
___________
V V
V . V
V
r standard Density Z
14%of Standard Density V jp7?A1
. . . i.-',O .
.;_1•e*:._.t V J . V
0 - V
J. ((12) ± (13)) x 100 . . ' V f . . .. ..
5.?ptmun Moisture
16 % Density Required OO .9 0
P,C
' 0. -
C
ompIIes esNot
comply S <
F. V:: V
V *H V:0.,.V .*VI C 0
_
. :... V
0
TEST .. . RESULTS . RESULTS RESULTS RESULTS RESULTS RESULTS ' RESULTS
Tes
1 ...MID Curve No,
.f 0
. . LOCATIONS V - . V • 0 . .. .,
V•
bo..rk;ij . .-rJ' .( -I , • V - /i
I (1]o..' 2o-t-c')) '. 5CfnE,4/
I1V.I)3 p -27 5c (ir)
VV ••( 0 0.,: /V ' V
'PROJECT . V
El car,oRe6j . o.S''c..i5,j
WORK REQUESTED BY , V V , :.: V 0
V V 0 V CP
PROJECTNUMBER •V V• V
TEST DATEITECHNICIAN ' . 7 /flf NOTIFI D (IGNA ORE). . 0,0 - DATES ' 0 ' AT PROJECT SITE BY PHONE
0 • ./J J7. V V
THIS REPORT DOES NOT RELIEVETHE CONTRACTOR OF HIS RESPONSIBLITY
V
TO BUILD, C
*
0 PER THE PLANS SPECIFICATION AND ALL APPLIçABLEpo.DES V
0 ,. j..,
V ' WHITE -Office CANARY- FieIdTechniciâr PINK-Contractor ' 0
V *V . V ,VVC*,V I Form#015 L -
REPORTOF TESTING ENGINE• - SAN IJIEGO AND CONE DENSITY TESTS 7895 coNvoYçouRT,SuiTE 18
A ST M D1556 SAN DIEGO, t.92111 ,4Tth5 /dck4,,
TEST RESULTS. IRESU LT'S . RESULTS' RESULTS RESULTS RESULTS RESULTS I
Wet Soil, Lbs
'2 Moisture WETSOiL Determinations DRYSOiL . 43 7 3 DIFFERENCE %MOISTURE5\,/
Unit Wt. of Sand, Lbs. / ft3 ' C ___________ ..- _3?____ );;•; 9 C
Sand in Apparatus
Before Test, Lbs..
' 1300 •
.
. . 13"m
. . J1, óo
. 13, a q I . .
6 Sand in Apparatus • 0'i 5h 43 4 - 7 After Test. Lbs.
Sand in Hole + Cone, (5) (6) 7 9 5' .S 5' 3 3' . T / •. . ,
8 Vol. of Hole + Cone, (7)±(4).' o095 O,o) 'ooi6 O,/O'( CA -0,(.) Y?.
VoL of Con'e'- 0,04o St -'-
' $o3 047a04O3 O,O413 .10 Vol. of Hole (8)-(9). OoS Oo 0,053 010(0,9:q 0.o4 ' QO43é
11 Wet Density (1)+(10)
112 Dry Density
+ 100)) x 100
r Standard Density
Standard Density
r Optimum Moisture A0 .
16
Y S Y S _________
% Density Required (90 o —t? 7e I Jia
c mplie esN
ply
ot
I
V
'4-
- TEST . .RESULTS '' RESULTL RESULTS RESULTS RESULTS'.:'RESULTS RESULTS
. Test Numbers ._i
-
MD Curve No.
. ' - . . 4 . 4. •
q
, 'LOCATIONS'.'.'
i"ch RtvY'/ E7 i'-1•5-D.
S .4,
4, J/ '
S S ..J,.co
TZ,•
,.'• :4,.. ..4., t?i-Cc 57-A-1;--'I..ssG.
S •:. .4.. •' :'-.. • ,. .. .., . . S I %' .
'
.
5
••
. 4'. . - S $ A S.
ROJECT . c i CJ.j(j WORK REQUESTED BY •
, S '. '• . S •
PROJECT NUMBER 3Irb
IOI L)FIWIc..F1I'JIL.IP,I11 nuiiricu iIL.PRIUMi) - . 1)Ait . - , ATPROJECTSITE BYPHONE . i•:2 —- ifl1k c1/ •
•., _ ZO-Zs 0.
S S •/J J'' . ,•.• .5
THIS REPORT DOES NOT RELIEVETHE CONTRACTOR OF HIS RESPONSIBLITYTO BUILD
PER THE PLANS SPECIFICATIONS AND ALL APPLICABLE CODES
S . .. • WHITE-Office CANARY -FieidTechnjcjan PINK - Contractor . S ' .
X. Fo#015
S . • _'t ,""- . . ,• S - N
/ REPORT OF TESTING ENGINEERS AN DIEGO SD CONE DENSITY TESTS JPIfl 7895 CONVOY COURT, SUITE 18
A S TM D1556 SAN DIEGO, CA 2111 IiA echbc? &Q
TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS I
Wet Soil, Lbs 1 -I ) -;f .
2 Moisture WET SOIL /oO /00 /00 /0r /tr, 7Dri lon Determinations DRY SOIL q _____ 0 3 / 'to. 3 90,0
3 DIFFERENCE gg _______
' 'l
Unit Wt. of Sand, Lbs. ft3 U14 )C L
Before Test, Lbs. /,'Oo. /3P, DO JOij / 3 O) J ', ) /3• /70::)
and in Apparatus 6 S
After Test, Ibs. 14 ?1 4qj '
•
Sand in Hole + Cone, (5) - (6) 71 3Z3 og 9, 3 ,
8 Vol. of Hole + Cone, (7)-(4) o.r&c ô,vglq O,io 4' 10 g .og
j
O,0c,ô.
Vol.Cone O'03 a 04o3 QZ'iô3 0&03 aD4O3 O,o'o3 oô4
.to Vol. of Hole (8) - (9) ao -i ooj-g O~9 psit AJoS O.ot•.4
Wet Dehsity (1)-(10) iqc raaa 130I%S led"D
r Dry'Density
11) (Moi~t. +100))x 100 /O (.O;J U1 __________ __________ IO
r Starda'rd Density /3 1 3 13 0 /32 o / 3o J3
Standard Density , a g PL j
r Optimum Moisture
% Density Required
omplies Does N
'Comply
ot vn 7f C-5
TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS'.
Test Numbers [>est >
MD Curve No. df '- All
LOCATIONS
C. t0o
1, 5,0 1,
1b
'JJ /1tc?O ,st
PROJECT 5r'ai' trItb,j
WORK REQUESTED BY' PROJECT NUMBE
-TEST DATE/TECHNICIAN DATEITECHNiCiAN NOTiF ED (SiGNATU E DATE. ' AT PROJECT SITE BY PHONE
THIS REPORT DOES NOTREI1EVE AE CONTRACTOR OF HIS RESPONSIBLITYTO BUILD
PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES
WHITE Office .CANARY - Field Technician ' PINK -Contractor ' - •, Form#015
- . . . -, -• -' , , , . , ., , ' - - . :
41 r ' •'
REPORT OF TES ING ENGINEERS - SAN DIEGO ;fTN Y E: SAND CONE DENSITY TESTS 18
A.S.T.M. D1556
TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS I
Wet Soil, Lbs 04 64
2 Moisture WETSOIL /00
Determinations DRY SOIL
3 - DIFFERENCE P I %MOISTURE
4 Unit Wt. of Sand, Lbs. / ft' .
Sand in Apparatus . . . -. Before Test, Lbs. /_.Ob
6 Sand in Apparatus
After Test, Lbs.
Sand in;Hole + Cone, (5) - (6)
. . . .
Vol. of Hole +Cone, (7) (4)
Vol of Cone'0.040-1 10 Vol of Hole (8) (9)
(, 050!
Wet Density (1) ± (10) . . . -
2. Dry Density, ) -j j - .,. . . •
(Moist. + 100)) x 100-
Standard Density 120 O
% of Standard Density . . . . • :
- (13)) x 100 . , 7 . . .-. .• :. ______________
Optimum Moisture
16 % Density Required
mpIies esNot
TEST . RESULTS RESULTS RESULTS . RESULTS RESULTS RESULTS ,-. REsj..Ts
Jar
,Test Numbers Test
-
MDCurveNo. :
LOCATIONS .,-
nj, t ar f, t () f4tø) J* ''O() 115 j,
,. . -
PROJECT - WORK REQUESTED BY PROJECT NUMBER
TEST DATE/TECHNICIAN • - NOTIFIED DATE AT PROCT SITE BY ONE ....2...ct.1. El 1:1
I,', THIS REPORT DOES NOT RELIEVE THE'COT,RACTOR OF HIS RESPONSIBLITYTO BUILD
PERTH E.PLANS, SPECIFICATIONSAND ALL APPLICABLE CODES .
WHITE Office CANARY FieldTechnician PINK Contractor , Form#015
P I
,
REPORT OF
SAND cNE.DENSiTY TESTS' IjJi TESTING ENGINEERS - SAN DIEGO -
. 7895 CONY Y,&T,.suJ1Ej8f.
SAN DIEGO, CA 92111 , A S M D1556
o /Pe
I 'TEST . . RESULTS RESULTS RESULTS RES1ULTS ' RESULTS I
Wet Soil;
2 .Moisture' : WETSOIL lob Ioti JO o /o.
Detérthinations DRY SOIL 9;14 IA 901 d 9
3 DIFFERENCE
N.0 t i
%MOISTURE
Unit Wt. of Sand, Lbs. / ft3 '1"!.i 1,3
Before Test,Lbs. )_ Sand.in Apparatus I3 O
6 Sand in Apparatus
'After Test, Lbs.. .
.•) 00 .
Sand in Hole + Cone, (5) - (6) J_C%010
8 Vol. of Hole + Cone, (7)-(4)
Vol. ofCone 7;oo'3 0.046 3 O,o4 O40 °4a3 .0o'463. . 10 Vol'of Hle(8) (9) b.O_.5' 2'.5 6, o$$ t O194__5
11 Wet Den"siti(1)-(10) I -: 7' I 13 . . ' .• . .
12 Dry Densit
+100))x00- .
:g'j_ :
,
,
112,. .,
.
1 '•' I •,•,
;13 Standard
______• II.?.6 Ii.o J3? )Yoo 1.32o
4 % of Standard Density .._o .
. • . . ((12) (13))x 100, v,0 . . ..• ...
'?,5 .5 LoPtmMoisture
% Density Required i90.o. . 94" ô
~7 Complies ~D.es Not
Comply >c _ . < I •
_
..
TEST . 'RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS .• RESULTS.' ;i
Test Numbers L —
"Test o ________
_________" t___-____' ___________"••
, •
MD Curve No. Ag
ES1 ,.. ... ' ... . . LOCATIONS .
1_0 £ s -r J C&(V%;,%9 LI (j) 5 7 1 +'.'f 1b,',. )•j
_kt ...
. . IC 1) L cj - //4 /2)
PROJECT . WORK REQUESTED BY . . . OJECT NUMBER
(. t. 011... . ,'
TEST DATE/TECHNICIAN NOTI ED SIGNATURE) DATE AT PROJECT SITE BY PHONE
t.to lie
THIS REPORT. DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBLITYTO BUILD
PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES . V
- . - • . .. .. I
/WHITE . Office CANARY Field Technician PINK - Contractor . ' ' •Form#015
. ,, •
REPORT OF TESTING ENGINEERS SAN DIEGO
e7a95coNVoYcoURT,SUiTE18
SAND CONE DENSITY TESTS
SAN DIEGO, CA9111 . . ..
A.S.T.M. D1556,.
.
':''-''' -.
.
. . . TEST . RESULTS RESULTS 'f RESULTS IRESULTS RESULTS RESULTS RESULTS I
it WetSoil Lbs
Moisture., - WETSOIL 1,00 ,10 I /00
Determinations DRYSOIL .9 0, '
DIFFERENCE " . . tt.91,- .
%MOISTURE /0. 7 ' 9Y -I i
U?iitWt. of Sand, Lbs. / ft3 ( \,
Sand in Apparatus
Before Test, Lbs. I. Oc) I o 3. too I 3c 17,00 ___________ •
/6 Sand in Apparatus. '
After Test, Lbs.
.
I
Sand in Hole + Cone (5) (6)
'Vol. of Hole+ Cone, (7) (4),.0"o 95D 0, OiI . 0,o85
Vo,.iofCone 04
".9
ooi 0117 004i
10' ', ' "tD
..Vol ofHlè(8)(9)
.0, 0 ,,0 c0 1
4.
075
. •. ..'
11 •%./p
Wetrens .y(1)—(10) ~ 133 9 I4c' 31.
12 Dry D'nsif,'Q '' ,
J .((11)1.-1(M9ist + 100)) x 1OOb
Standard Density
of Standard Density . •
fr
' . . . , , . . ,," -.
F ((12) + (13)) x 100 , . - . - . __• . _________ r Optirnun Moisture
16, % Density,Requimcl .'
r.9
CoMply
ItS
mpIies Does Not
kA
RESULTS - RESULTS _.. RESULTS _- RESULTS RESULTS RESULTS RESULTS
LOCATIONS
141 5'1411 "
'4' . ;"J/ • .
-' _-- TEST
Test Numbèr
MD Curve No.
iTESi
PROJECT • WORK REQUESTED BY ., PROJECT NUMBER
t Cu. 4 O"i0'' 1'V1J(-#;fiZ . . . 'oO
TESTDATE/TECHNICIAN NO IFIE (SGNATUR ) 1 . DATE ATPROJECTSITE BYPHONE
. ' . 0 •
THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBLITYTO BUILD
PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES ,-
WHITE Office CANARY - Field Technician PINK- Contractor • , ' Form#015
________________________________________________________________________________________ .., ..•• - . • ' . '
- 00
TES11NGNGINEERS•AN DIEGO
CONE DENSITY TEST tbNV&~ COURT SUITEJ8, .,7805
SAN DGb, thA'92 11 -
A S T M D1556
kA/. . . .
TEST .RESULTS',*L.RESULTS RESULTS ;RESULTS. RESULTS . RESULTS RESULTS 1
Wet Soil,,Lbs "7. . ç 5
2 Moisture WETSOIL /01.:) /00 /00
Determinations DRY SOIL
3, . . . . DIFFERENCE - ixo /1,9' -."'Io . . . ____________ . _____________ % MOISTURE
Unit Wt. of Sand,Lbs. / ft'
Sand in Apparatus . . .
Before Test, Lbs.
,..
AfterTest,Lbs.
6 Sand in Apparatus , 4 .
c
Sand in Hole + Cone (5) (6) o t. 2 0 ,
Vol. of Hole + Cone, (7) (4) )ôj...?. O o. sZs' O,o '1 b_a ?'7-o .... . . ...•
Vol of Cone 0040 04ô 3 6 46-1- co10
jJ) '3.
.°VoIof Hole (8)-(9)
,. .0,0 C_? ci4.f,? Cto _4cr, 0.() _
S..
12 Dry Density"' ((11)_-(Moist_+100))x _100 I, (' J_7,_'
.'.: '-.-'••' ., -;
r_
StandardDensity j O, j
14 %,6f Standard Density
.((12)-(13))x100.-',' .t3,.l-. .,,-.-'''•.________.. ,,.I(./,(/' .''lII) __________
r_
OptiiumMoisture
16,% Density Required 0 .
D
g
o
m
e
C ply
4 _.TEST:' __'." 'RESULTS'' . RESULTS:. .'RESULTS RESULTS _''RESULTS ':RESULTS1
TestNurnbers Test
.RESULTS
< _—>__
MDCurveNo
_
. I' . •Y' ..LOCATIONS 'r-
r(lfl At. f?
,,,...,,,
I4 e c141iy 1V5z'( Y
er.ti/ ec.i;,1 : .:• .. . ..
2'o @ 4 S c
PROJECT - . '4,..
. , WORK REQUESTED BY. . . . PROJECT NUMBER
TESTDATE/TECHNICI N NOTIFIED(SIG ATURE) ' . DATE - ' I - , AT PROJECT SITE BYrHONE
.— l, i'', . . THIS REPORT DOESNOT.RELIEVETHEQGNTRACTOR OFHIS RESPONSIBLITYTO BUILD . . . .. I
PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES
WHITE 'Office CANARY Field Technician . PINK - Contractor .' . ' Form#015
ti
-REPORT OF TESTING ENGINEERS
7895 CONVOY COURT, SUITE 18 SAND CONE DENSITY TESTS
SAN DIEGO, CA92111 ASTM D1556
V
TEST. RESULTS V '"RESULTS'RESULTS RESULTS RESULTS RESULTS RESULTS I
Wet Soil, Lbs V
VI O
2 Moisture WETSOIL -4-2 a J). ; __________
Determinations DRY SOIL ?4. 74
3 DIFFERENCE
%VMOISTURE
Unit Wt. of Sand, Lbs/ft3 V?1 I 71.3 Y1,13 V
V Sand in Apparatus J V Before Test, Lbs.
V V V
6 Sand in Apparatus
After Test, Lbs. '1 1 7 1
A
V Sand in Hole + Cone, (5) -(6) l' Y ¶ VV 5.• • V
V
Vol. of Hole+ Cone, (7) ± (4) 0,) 01 AT I
Vol. ofCone
. O,ôB 0,04d 5, . V
to Vo,(.of. Hole (8)-(9) V V 0 ") 6.65'o;631?1 V, V V •
__________
11 Wet Density (1) . (10)
2, Dry Density '
.i. (Moist. + 100)) x 100 i ' I S
1.0 1 1
V V
V
'tandard Density
14 % of Standard Density V
± (13)) x..100;
15
a A
V
V V
V V
Optirifum Moisture i•'7 7 ,
. .
16, % Density Required
9
5
Complies . Does Not
Comply Al d
TEST V RESULTS ' RESULTS V RESULTS - RESULTS RESULTS RESULTS RESULTS
V Test Numbers
MD Curve- NoV : 57
• V V
V
V
V LOCATIONS V
V
V
V J /
V
12 (Q-)5147(i,, ./4f 's VVVt 5(6V
V
()V '(7
V
-.: ' V
V
V
VV
V
V V • •
V
V V V
PROJECT V
•V
ii V
WORK REQUESTED BY V
V
V.
PROJECT NUMBER oL'o 2'V V
TEST DATE1THNICIAN
V
V1YQa'V 'uif/11,f
NOTIFIED (SIGNATURE) V DATE AT PROJECT SITE BY PHONE
V /22w V V V V
•
V V
V ' THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBLITYTO BUILD V
V PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES V
V V V WHITE -Office CANARY.- FiId Technician ' PINK Contractor Form#015 ,_
SAND CONE DENSITY TESTS 4Pt 7895 CONVOY COURT, SUITE 18
SAN DIEGO, CA 92111 A S T M D1556
F
,• -.
. .
'RESULTS' 'RESULTS RESULTS, RESULTS RESULTS RESULTS RESULTS
Wet Soil, Lbs
2 Moisture WETSOIL /00 /09 . fob
Determinations DRYSOIL
I % MOISTURE' '. ") j 0'
3
,• DIFFERENCE
'.'.' . -, . . . -
Unit Wt. of Sand, Lbs/ft3
Sand in Apparatus
Before Test; Lbs. I O 0' . /1 o
.
After Test, Lbs. , J '. 5, 0
6 Sand in Apparatus
. S • 0
Sand in Hole + Cone (5) (6)
8 'Vol. of Hole +'Cone, (7) (4).
0 1 g
9'Vol. ofCone 00e1 01D403
10 Vol. of Hole (8) - (9) 0 D 054'5
Wet Density (1)-. (10)
' llr
12 Dry Density I
((11)- (Moist. 100)) x 100 +
Standard Density 2 /f$
14 %.of'StandardDensity
((12)-(13))x100
r Optimum Moisture
16 % Density Required j ô ':
0 , -'
mpIies Does Not
Comply
' RESULTSt :RESULTS., RESULTS.'. RESULTS'." ' RESULTS' RESULTS , "RESULTS'-.I
Test Numbers
/ 'MDCurveNo. -J: , '1. _______ .• .'.. . . ...',
rES OCATlONS'"
Q ( ) 6/ C e -r', , 57 '57 r4 1 -t 3 I 5f
.2 Sou'rt.JT_J>', '47 're Q.'i ou&alc/,..
'F ' ' . ... •0 , ' . :.
F...
PROJ CT . '
/?
WORK REQUESTED BY. - 'P JECT NUMBER
TE4T DAjEECHNICIA>F AT PROCT SITE BY PHONE
oe
THIS REPORT DOES NOT RELIEV THE 0 NTRACTOR OF HIS RESPONSIBLITYTO BUILD -
PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE COPES
WHITE . Office CANARY- Field Technician' PINK- Contractor ., Form4O15 ...I' . . .- . .
2 Dry Density4, .-•; 'i'-
. ((11)~,(Moist.+100))x100. .'5'5 ',.. •, ,'-:'
1
3, Standard Density
14. % of Standard Density
;((12)4(13))xlo.o'. "-•'. . ,() iJ:y'-': cb;L .,-:, . . .- '...
Optimum Moisture
% Density Required S c f ç 1
mpIIes esNot
'
TEST' .RESULTS. RESULTS . . RESULTS . RESULTS RESULTS '- .RESULTS '- RESULTS 1
REPORT OF
AND CONE DENSITY TESTS 7895 CONVOY, COURT, SUITE 1
SAN DIEGO, CA92111 ASTM D1556
1 . .. I . '• '" ' .. - . . . . I__s .
.1 . .
TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS
Wet Soil, Lbs
2 Moisture . WETSOIL .0 t> / ô 0
.. / ' 1 6 6 ___________ __________ Determinations DRYSOIL . L.1 '.90.
3 .- , DIFFERENCE
% MOISTURE
:4 UnitWt.ofSand,Lbs./ft
..
Sand in Apparatus
Before Test,ibs. "
. .
'I ). ) 7.O . ) )
.
/ . . .
6 Sand in Apparatus
'- Af1èrTest, Lbs. '-70
Sand in Hole + Cone (5) (6)
8
Vol of Hole + Cone (7)
,VoI.ofCone.
10 Vol of le (8) (9) 0 o o oS o 0, 053 (
Wet Density (1)+(10).
-............4.1
Test IN ers
MDCurveNo
LOCATIONS
(V' ,- (i/(ilrcc ci(
7' $-' V/v,i 1!c p- (* S6
I
1 4 1
PROJECT. WORK REQUESTED BY •... . ' POJECTrJUMBER ck(1 . , -.- •. . -- . .• ' . -' '. - . dO—
STDE/TEcHNICIAN OTFED SG N DATE ATPROCTSITE BYPONE
.ESNOT RELIEVEFHE-C THIS REPORT DO '1 NTRACTOR OF HIS RESPONSIBLITYTO BUILD
44--'/ , 1,_'
.' PER THE PLANS, SPECIFICATIONSAND ALL APPLICABLE CODES -,
'. ' •'.'.,:,'''. '-- :. -' . . ' '
l WHITE Office CANARY Field Technician PINK Contractor Form#015
LLi..L
TESTING ENGINEERS - SAN DIEGO
7895 CONV,OYCOURT, SUITE 18
AN DIEGO, CA 92111
IS .
REPORT OF
SAND CONE DENSITY TESTS
. A.S.T.M.D1556
'S
S.
TEST RESULTS i RESULTS - RESULTS RESULTS' RESULTS 'RESULTS RESULTSJ
Wet Soil, Lbs 9 / jL 0 0
2 Moisture 'WETSOIL Job. / Ia o / 'o Determinations DRY SOIL
S DIFFERENCE
%MOISTURE
Unit Wt. of Sand, Lbs: / ft3
Sand in Apparatus
Before Test, Lbs. , . ) /)
-
61 Sand in Apparatus 5 3 After Test Lbs. - / ._) Q( . S -
7 .Sidin Hole + Cone, (5)-(6) 7:
VoI -of Hole + Cone, (7)V±,
(4) oUL 0695 b,')q I m (()qLJ
V:VoI.oCone •VVV, fO/73 ó'r3 o 4)
V3 V
.,' 10 VoI.of Hole (8))12 b,S'31 0.051) 00-So? 1 0.'3'9
Wet Density (1) — (10) Ii2 i 3 7 ( 1`3
(01)i.(Moist. +.100))x100 I J],' -I-' I- I
2.Dry Density
S g-Q,-,r I )V j) , ' .VV,.V , V
13 Standard Density '7 ü,-$ j' $' / 3ô •s / 3 0.
" % of Standard Density
-(13)) x 100
Optimum Moisture
r % Density Required .5- 0 $ qc 6
17 C omplie oesNot
TEST " '' RESULTS RESULTS' RESULTS RESULTS RESULTS' ' .RESULTS RESULTS .
Test Numbers
_
V MID Curve No.'
-LOCATIONS"'
AJ0t---' 5J
'
S1/ V '•
S77'--4c
34
5 5
'
•V
•'•' - VV "
V :V- ' V
'V , , ' V , , ' V V V
PROJECT,.'- V •, , ' ,V WORK REQUESTED BY , ' ' 771 PROJECT NUMBER
'D')
'YEST DATE/TECHNICIAN ' NOTIFIED Si N -UR - DATE AT PROJECT SITE - BY PHONE '
V
THIS REPORT DOES NOT RELIEVE'FHE CONTRACTOR OF HIS RESPONSIBLITYTO BUILD
1 PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES
V
' V
•VVVVV - -' - , V
,
V •'VV -
¼ WHITE Office CANARY FieIdTechnician PINK Contractor Form#015 'S