HomeMy WebLinkAboutCT 76-15; PALISADES POINT; COMPACTION TEST RESULT; 1984-07-31--
COMPACTION TEST RESULTS FOR
CRIBWALLS, RESIDENTIAL DEVELOPMENT,
TAMARACK AND PALISADES
CARLSBAD, CALIFORNIA
CONDUCTED FOR:
MOLA DEVELOPMENT
8072 ADAMS AVENUE
HUNTINGTON BEACH, CALIFORNIA
92642 ' JULY 31, 1984
W.O. 386906
July 31, 1984
.. IAJ.ACT1DN
GEOTECHNICAL
:",,¢:~:::'a')'1 S' u' _ L TA 'N T S; .INC.
W.o. 386906
Mola Development
8072 Adams Avenue
Huntington Beach, California
92642 Subject: Compaction Test Results for
Cribwalls, Residential Deve-
lopment, Tamarack and Palisades
Carlsbad, California
Gentlemen:
At your request, compaction tests were performed at the above referenced
proj ect. Compaction test results are shown on Table I. Locations of the
tests are shown on the accompanying plot plan.
Laboratory Standard: (ASTM:D-1557-70)
4 inch dia. mold; 1/30 cu.ft.vol.;
5 layers -25 blows per layer;
10 lb. hammer dropped 18 inches'
Soil Optimum Max. Dry Density
~
I
II
III
IV
Classification
SAND, clayey, silty
SAND, clayey
SAND, medium to coarse
silty
SAND, medium to coarse
clayey
Moisture % Lbs./ Cu.
12.0 120.0
11. 0 124.0
10.0 130.0
12.0 126.5
These tests were performed in accordance with ASTM:D-1556-70.
Ft.
Test results indicate compaction is adequate at locations and elevations
tested. The entire subject area was processed and compacted in a like
manner. All gr.;tding was performed in accordance with approved geotechnical
reports and project specifications. The fill is suitable for its intended
use.
We appreciate this opportunity to be of service to you.
1421 North Hundley Street, Anaheim, CA 92806 (800) 468-7719
'j Mol"a Development
Page 2
Respectfully submitted:
~NGINEE!~G CO~~TANTS lad L) /fot~~
TODD HOUSEAL
STAFF GEOLOGIST
th; sim
--
w.O. 386906
~a~
BRUCE A. PACKARD RCE 13801
VICE PRESIDENT -ENGINEERING
TEST NO. LOCATION
I Cr;i,.,~J/ J6jJdckr
2.. "
'.1 "
1/ "
5 ~
(, I,
_7 Cr;/'~/ / .l,t.. ~"-
8 II.
''j II
10 II
1/ II
I:l-"
1.1 "
J'I 't
IS' ,
~ACTION ~ENGlNEERING
GEo;:e:CHNIC:AL CCINSULTANTS
DEPTH OF TESTS MOISTURE BELOW FINISH
GRADE (FT.) (PERCEN1)
-t' /.5 1?!9
+.1.0 /.1.'
""5: 0 //./
.,.'}o 1.1.'
+9.0 9.9
f-I/.{) ItL
+J. () 99
fo :1.0 t:J.q
+ #.0 9.5'
"'5:0 9.0
t-5:0 8.£
"'6.0 /0.0
+'.0 lID
+F.D f.9
+/.o //10
" .
.)
DRY UNIT WEIGHT SOIL RELATIVE DATE OF
(LBS./CU. FT.) TYPE ' COMPACTION TEST
/{)9./ I 9P.9' ~2r-B'I
/1J9.6 :r 913 I'
/1./.1_ IT q/.'! '1--$-;# I
JI.tB 7I 9/8 " . :
i
//'19 :tr qz~ #-27-6Y
llt-l Jr 9.l.B 'I
/15'5 7£ 92'1 5'-.1-8'/
///.(, T 917 I,
11.7.() 1t 9J ?Si-BI/
1/2' Il 90 5'-7·6¥
.1/2.'1 7r 90 'I I
11.1.0 .IT ~. S:B-8'/
/11/1 1£ 9/ "
//f.Y ..r 9/ 57-9-9"
//~O Ir 92-Ii
TABLE I
w. o. 18UllJ&
i
DEPTH OF TESTS MOISTURE BELOW FINISH TEST NO. LOCATION GRADE (FT.) (PERCENT)
I
15' ,M,J-~ &;.1414// +20 $7
i If, " .,. ~.o 99
17 " -HID 7.5
/8 " ""/e? 0 80
" I, -172-0 7-0
20 .. +/2.0 '0-0
21 I, <lf3-o /a]
v.. J;,IJTA' Cr;61A14/ / "'2· 0 il(}
'21 't 1'20 /O.r
2t/ I, "# 9.{) 9tJ
25 " --¥O BY
2(, I, ~,O 1].,0
2..7 " ~.O 12.0
2.R " 5.0 //0
2' '/ '.0 L-. __ . J!~O_ __ .-L _________________________
.,//lL, ACTION ~ENGlNEERING
I GeOTECHIIMCAL CONSUI..TANTS
DRY UNIT WEIGHT SOIL
(LBS./CU. FT.) TYPE
120·1 1lI
JI9.7 lIf
/18..0 7fT -
1/0-0 1"
1M-V :r
1120 1T
11.7-2-IT
115:0 K
I}I/./ ]I
///.f) :r
lIt)' E
IB·o 1L
1/2.' If
I/Y.O E
1/0.0 --------_. -----------
t
'-
RELATIVE DATE OF
COMPACTION TEST
9.lif r-lo-8't
921_ I,
yO. 7 I'
9/ 5'-//-B9
90 I'
90 "
9/ "
9tJ ?N-I'I
90 I,
90 ~-g:1!!L
1()
9/ ~-/&-8t1
9/ 't
9L n
Be . ?17-6¥
TABLE I
w.o·3B69tJ6
,
,
........
TEST NO. LOCATION
II
I,
If
"
"
3' "
IllZ--ACTION ~ENGlNeeRING'
-~ ----GeCrreC:HNICAt..'C:CJN5ULTAN:rS
DEPTH OF TESTS MOISTURE BELOW FINISH
GRADE (FT.) (PERCENT)
"f. 0 .~
or 'f)'O 8.0
"""'2.0 ~o
.,. 120 ·5
.,..
+-/ .~ q5
'"
~
DRY UNIT WEIGHT SOIL RELATIVE DATE OF
(LBS./CU. FT.) TYPE COMPACTION TEST
tJ9.2 87 s-/'1-
///.() B "
7 ,
E II
I
TABLE I
W.O. 38,6 906
t"_
'. -.-Cr 76 ""-/y
RECEI'lED
COMPACTION TEST RESULTS ON
STREET' SUBGRADE AND BASE MATERIAL,
. RESIDENTIAL DEVELOPMENT
TAMARACK AND PALISADES DRIVE
CARLSBAD, CALIFORNIA
CONDUCTED FOR:
MOLA DEVELOPMENT
8072 ADAMS AVENUE
HUNTINGTON BEACH, CALIFORNIA
92646
AUG 021984
MOLA
DEVELOPMENt
JULY 31, 1984
w.O. 386904
July 31, 1984
Mola Development
8072 Adams Avenue
Huntington Beach, California
92646
Gentlemen:
--
W.O. 386904
Subject: Compaction Test Results on .
Street Subgrade and Base
Material, Residential Deve-
lopment, Tamarack and Pali-
sades Drive, Carlsbad, CA.
At your reques~, compaction tests were performed at the above referenced
project. Compaction test results are shown on Table I. Locations of
the tests are shown on the accompanying plot plan.
Soil
~
I
II
III
IV
VI
IX
XVI
Laboratory Standard: (ASTM:D-1557-70)
4 .inch dia. mold; 1/30 cu. ft. vol. ;
5 layers -25 blows per layer;
10 lb. hammer.dropped 18 inches
Optimum Max. Dry Density
Classification Moisture % Lbs. / Cu., Ft.
BASE 8.5 135
SAND, red/brown 10.5 125
SAND, clayey, silty 11.0 125
BASE 7.0 141
SAND, clayey, white 11.5 124
SAND, silty, clayey, tan 11.0 124
SAND, silty 12.0 118
These tests were performed in accordance with ASTM:D-1556-70.
Test results indicate compaction is adequate at, locations and elevations
tested. The entire subject area was processed and compacted in a like
manner. All grading was performed in accordance with approved geotechnical
reports and project specifications. The fill is suitaple for its intended
use.
1421 North Hundley'Street, Anaheim, CA 92806 (800) 468-7719
r-------------------------:--------~--~--------
Mola Development
Page 2 W.O. 386904
We appreciate this opportunity to be of service to you.
Respectfully submitted:
~GI~Ey.ING "SULTANTS
- / cdf £) 7kttae~-r
TODD HOUSEAL
STAFF GEOLOGIST
TH: sim
~a~
BRUCE A. PACKARD RCE 13801
VICE PRESIDENT -ENGINEERING
TEST NO. LOCATION
II
II
5
B I "
~"
ACTION
ENGINEERING
c -----~~~~HMC:Ai..cONSucrANTs
, . ~ "
DEPTH Of: TESTS
BELOW FINISH
GRADE (FT.)
0
I'J.O
0
o.p 1. o~ II1itf , (J1f!1I11-
MOISTURE I DRY UNIT WEIGHT I SOIL I RELATIVE
(PERCENT) (LBS./CU. FT.) TYPE COMPACTION
DATE OF
TEST
12.
~f 1.111.1 I r I . ~S If
7.1{ 129.7 IT YO I <-/:.RclI -r J/Jn ...
I
o
1t¥J~
TABLE I
W.O·3P@ftJ'/
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II
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ff
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.~
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I ,
TEST NO. LOCAtiON
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If
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71:. If
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mLACTION
,j ~ENGlNEERING
'I I ~c;:ONSIJI..TANTS :~ "';. .,'. "'.>.c.\1"".f: .. ' ',' '''',' ,
DEPTH OF TESTS
BELOW FINISH
GRADE (FT.)
o.O~5'
tJ.O
0.0
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tJ.O
o.O .... ().5
O,O"f).~
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O.()
0.0
I
MOISTURE I DRY UNIT WEIGHT I SOIL RELATIVE
(PERCENT) (LBS./CU. FT.) TYPE COMPACTION
JI. 0
8.0
B:O
'1.0
}.
'.0
TABLE'
W.O·3P~'for
DATE OF
TEST
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TEST NO. LO~ATION
.. '.1 / 7AM.Jj.o ~k..
32 H
I
./llL ACTIoN ~eNGINEeRING
'I. ' , , :.~ , ~HNlCALCCINSULTANTS
.~ '" ,< ••• b,*.:~'fli,"'" '
DEPTH OF TESTS MOISTURE DRY UNIT WEIGHT BELOW FINISH SOIL'
GRADE (FT.) (PERCENT) (LBS./CU. FT.) TYPE
tJ,() .1.5 1I15 JlL
00 3.8 1:18() N.
RELATIVE DATE OF
COMPACTION TEST
98 6-RliY
98
TABLE I
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