0208-211 (SFD) Compaction ReportNov• 1. 2002 11 0 1 A M No•1185 P. 1
mToBuild'On
En9rl,►eering • cgnsul;,y,,'1"a>b„y, '.
REPORT OF "FiELUXOMOACTION TESTS
rESTEDFOR: COR QNEL,.CONSTRUCTION PROJECT.:; 54-300-_AVENIDA RAMERIZ--
PO BOX ,3,89 ,:.• • F (_?:A_QUx)`Px.A,_ CA •� "'— �,y
LA QUINTA, CA 9.2253 r
r r, /+ ,
)ATE: 8eptember,30', ;2002. y 0 OUR REPC)RT NC�.:,O73-2.02,6 -2
rEST DATA! (1) Medium grained silty sand:, OPT .,MOIST. 11:0%
FEST LOCATION: Building pad..
'
* . 1
« i”
MAXIMUM
r
NE corner:
i
3
COMMENTS•
TEST
TEST
d
SOIL ID
CAB DRY
WATER.
+` wE.T
'DEN;nY
DRY
PERCENT
Spec. 90$ Min
NO.
DEPTH
ELEVATIONM.,r
NUMBER
DENSITY _
CONTENT :
density obtained on sample
DENSITY 4'
COMPACTION
6.OTHER E. MOISTURE BELOW SPECIFICATIONS
1
8"
FG
, 1
117 0.
]:0 4'
12}.2
(108.9.
93,1
1 - A
4ESE TEST RESULTS APPLY ONLY TO TIRE S:?ECIFICLOCATIONS,NOTED AND MAY -NOT REPRESENT ANY OTHER-LobiTIONB OR ELEVATIONS, ? -
=PORTS MAY NOT SE REPRODUCED, EXCEPT IN FULL, wm+OUr"IT`rEN PERMISSION BY MbFesaroNAL SERVICE_ INDUSTRIES. INC.'' r
2
8"G'*'
Professional;Service Industries, Inc. i2-240 Green' Way, Suite C Palm Desert, CA 92211 • Phone 760!341-5790.- Fax 760/34i-5794
P A400-2 "
1•
11'7'.0. '
10 '1�
12.3.1
111_8
'95.6
'1 - A
r
3
B"
FG '
1
117-0 k
1;0 1 .,;.
a 12•I:' 4.
112 .4,
96.1
1 - A
4
8"
FG 4<
1
117.0
"10.5 -.
12.1:-,•0
11`2.2
95.9
1 - A
• 1y
FEST LOCATION: Building pad..
'
* . 1
NW corner
2
NE corner:
i
3
SE corner '
4
SW corner
COTES: TESTS PERFORMED PER ASTM'D2922-96 8 ASTM D301196 ,
`•
'COMMENTS: 1, FILL M�TERI.AL A. TEST RESULTS COMPLY WITH SPE
L
DENSITIES SHOWN: Lbs, per7cVVblc toot
2.'BACKFI )f
D. PERCENT COMPACTION DOES NOT COMPLY
WATER CONTENT; Percent of W welght,`tt a
PERCENT COMPACTION: Based on maximum dry .
indicated'by,,
3, BASE COUR•3E •� WITH SPECIFICATIONS
4: SUBBASE RETEST OF PREVIOUuS TEST
5: SOIL CEMEAT D. � MpIgTURF IN' EXCESS
density obtained on sample
.. OF SPECIFICATIONS
soil ID.number.
6.OTHER E. MOISTURE BELOW SPECIFICATIONS
(1) ASTM D1557-00 METHOD A
EST INSTRUMl;NT;STANDARD
COUNT . M: D;
tEMARKS:
ADJUSTMENT, DATA M: D;
'Respectfully submitted,
TECHNICIAN: Juan'"Nunez
; Professlonal Service Industries, Inc.
4ESE TEST RESULTS APPLY ONLY TO TIRE S:?ECIFICLOCATIONS,NOTED AND MAY -NOT REPRESENT ANY OTHER-LobiTIONB OR ELEVATIONS, ? -
=PORTS MAY NOT SE REPRODUCED, EXCEPT IN FULL, wm+OUr"IT`rEN PERMISSION BY MbFesaroNAL SERVICE_ INDUSTRIES. INC.'' r
Professional;Service Industries, Inc. i2-240 Green' Way, Suite C Palm Desert, CA 92211 • Phone 760!341-5790.- Fax 760/34i-5794
P A400-2 "
HJF
t
i"
Nov 7
tri
TESTED FOR:
DATE.
Grain Size'Analysis
(ASTM C136-09 and/or C11795)
Sieve Percent
Size' passi6g
.....................
105'3 ................ ...........
17
15
';W6 I tf 0 RE,'CONYE NT,,PERCENT OF IN tYWEIGHT
Re pectfully gubmitted,
REMARKS.
A f6ssional--Sei-Wca, Ind0stries, Inc.
41
J
7-
j,
REPORTS mAy mur ee nEpAoDucEo:ExCEPT iN ruu, wrHovi WArMN PFR16CSSION 8! PZR E
'W
Professional SeMc;i-Indutri esi-1fic.-i 11 - Phone 760/341-5790 - Fax 760/341-5794
A -IMI (4)F
2002 1 1 AM
No -7785 P- 2
P �10W tion''
REPORT ;OF Mg. TY DEN RELATIONSHIP, O'F SOIL,
CORdNEL d0kfSTRU&H0'N'
PROJECT: 54-300 AVENIDA RAMERIZ-
P0, BOX' S8
LA,:QU-INTA, CA
LA QUINTA,
'At 7
0
Septbmb.'ex�,,3'02-'.b2"
Ou REP N( 073:-20243-1
"
..TESlr'bATA
q
.'..Visual Classifi t* Mildi'ity sand..
A,dinj%.,pad.'
]Pull
V.
I'Method of Tesv, AgtM.D15F 1 - 0 0 I:METHOD A:
Ra��Tr,, 'Mecita n-1 6 al - meih6d of Preparation: Moist
•`TestrRe9ults
T 0 lbs/ft
OptimumMoisture Content �,'il 0
Atterberg Limits (ASTKD4318- 00)
........
X SoedWGravity: 2.59 (estimate)
Grain Size'Analysis
(ASTM C136-09 and/or C11795)
Sieve Percent
Size' passi6g
.....................
105'3 ................ ...........
17
15
';W6 I tf 0 RE,'CONYE NT,,PERCENT OF IN tYWEIGHT
Re pectfully gubmitted,
REMARKS.
A f6ssional--Sei-Wca, Ind0stries, Inc.
41
J
7-
j,
REPORTS mAy mur ee nEpAoDucEo:ExCEPT iN ruu, wrHovi WArMN PFR16CSSION 8! PZR E
'W
Professional SeMc;i-Indutri esi-1fic.-i 11 - Phone 760/341-5790 - Fax 760/341-5794
A -IMI (4)F