14-0370 (SFD) Geotechnical Investigation ReportSladden Engineering
45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847
6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369
450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863
800 E. Florida Avenue, Hemet, CA. 92543 (951) 766-8777 Fax (951) 766-8778
January 30, 2014
Mr. Mark McClure
c/o Hayer Architecture
445 Marine View Avenue, Suite 280
Del Mar, California 92014
Subject: Geotechnical Update
Project: Custom Residence
Lot 67B - The Madison Club
La Quinta, California
Project No. 544-14020
14-01-039
Ref: Geotechnical Investigation Report prepared by Sladden Engineering dated January
28, 2005; Project No. 544-4810, Report No. 05-01-101
Report of Testing and Observation During Rough Grading prepared by Sladden
Engineering dated March 2, 2006; Project No. 522-4810; Report No. 06-02-120
As requested, we have reviewed the above referenced geotechnical reports as they relate to the
design and construction of the proposed custom residence to be to be constructed on Lot 67B
within the Madison Club development in the City of La Quinta, California. It is our
understanding that the proposed residential structure will be of relatively lightweight wood -
frame construction and will be supported by conventional shallow spread footings and concrete
slabs on grade. s
The subject lot was previously graded during the rough grading of the Madison Club project site.
The rough grading included recompaction of the native surface soil along with the placement of
engineered fill material to construct the building pad. The site grading is summarized in the
referenced report of Testing and Observation During Rough Grading along with the compaction
test results.
Because the lot has been previously
should be minimal provided that tl
building envelope. The building az
moisture conditioned prior to precis
minimum of 90 percent relative coml
and any fill material should be pl;
compacted to at least 90 percent relq'
rough graded, the remedial grading required at this time
,e building area that falls within the previously assumed
s should be cleared of sur€ace vegetation, scarified and
��.fil LA
0;
�igradAkD'Tliea exposed surfaceyX ould be compacted to a
,action prz�dtt�o�# l' lac&nent. jTher,•previously removed soil
.ced inLhn lifts at�near[optzmum �oisture content and
�ujv�
ve compa//ccppti�on..�� (JC7 i�tv
January 30, 2014 -2- Project No. 544-14020
14-01-039
The referenced reports include. recommendations pertaining to the construction of residential
structure foundations. The previous reports ' also address the potential for liquefaction,
subsidence and differential settlement. Based upon our review of the referenced reports, it is our
opinion that the structural values included in these reports remain applicable for the design and
construction of the proposed residential structure 'foundations.
The allowable bearing pressures recommended in the referenced Geotechnical Investigation
report remain applicable.. Conventional shallow spread footings should be bottomed into
properly compacted fill material a minimum of 12 inches below lowest adjacent grade.
Continuous footings should be at least 12 inches wide and isolated pad footings should be at least
2 feet wide. Continuous footings and isolated pad footings should be designed utilizing
allowable bearing. pressures of 1500 psf and 2000 psf, respectively. Allowable increases of 300 psf
for each additional 1 foot of width and 300 psf for each additional 6 inches of depth maybe
utilized, if desired. The maximum allowable: bearing pressure should be 3000 psf. The
recommended allowable bearing pressures may be increased by one-third for wind and seismic
loading.
Lateral forces may be resisted by friction along the base of the foundations and passive resistance
along the sides of the footings. A friction coefficient of 0.48 times the normal dead load forces is
recommended for use in design. Passive resistance may be estimated using an equivalent fluid
weight of 300 pcf. If used in combination with the passive resistance, the frictional resistance
should be reduced by one third to 0.33 times the normal dead load forces.
The bearing soil is generally non -expansive and falls within the "very low" expansion category in
accordance with the 2013 (CBC) classification criteria. Pertinent 2013 CBC Seismic Design
parameters are summarized on the following page.
Sladden has reviewed the 2013 California Building Code (CBC) and summarized the current
seismic design parameters for the proposed structure. The seismic design category for a structure
may be determined in accordance.with Section 1613 of the 2013 CBC or ASCE7. According to the
2013 CBC, Site Class D may be used to estimate design seismic loading for the proposed
structures. The 2013 CBC Seismic Design Parameters are summarized below.
Risk Category (Table 1.5-1): I/II/III
Site Class (Table 1613.3.2): D
Ss (Figure 1613.3.1): 1.6338
S1 (Figure 1613.3.1): 0.7748
Fa (Table 1613.3.3(1)):1.0
Fv (Table 1613.5.3(2)):1.5
Sms (Equation 16-37 (Fa X Ss)): 1.633g
Sm1 (Equation 16-38 {Fv X S1)): 1.160g
SDs (Equation 16-39 (2/3 X Sms)): 1.088g
SM (Equation 16-40 (2/3 X Sm1)): 0.774g
Seismic Design Category: E
Sladden Engineering
January 30, 2014 -3- Project No. 544-14020
14-01-039
We appreciate the opportunity to provide service to you on this project, if you have any
questions regarding this letter or the referenced reports please contact the undersigned.
Respectfully submitted,
SLADDEN ENGINEERING _
1
l
c
Copies: 4/ Mr. Mark McClure
c/o Hayer Architecture
Sladden Engineering
- LA QUINTA
Please verify that soils reports contain all of the above information. In addition, to assure
continuity between'the investigation/reporting stage and the execution stage, please use
the following checklist to verify that the conclusions and recommendations in the report
coverall the required elements. Only then. can we be assured that the construction
documents address all of the site soil conditions.
U Quinta Geotechnical Report Checklist
Does the "Conclusions and Recommendations" section of the report address each of the
following criteria?
"Address" means:
(a) the criterion is considered significant.and mitigation measure(s) noted, Or;
(b) the criterion is considered insignificant and explicitly.so stated.
Yes'No Criterion
❑ Foundation criteria based upon bearing capacity of natural or compacted soil.
❑ Foundation criteria to mitigate the effects of expansive soils.
® Foundation criteria based upon bearing capacity. -of natural or --compacted soil.
❑ Foundation criteria to mitigate the effects of liquefaction.
Lv ❑ Foundation criteria. to mitigate the effects of seismically induced differential
�v settlement.
❑ Foundation criteria to mitigate the effects of long-term differential settlement.
❑ Foundation criteria to mitigate the effects of varying soil strength.
. ❑ Foundation criteria to mitigate expected total and differential settlement.
Any "No" answers to the -above checklist should be noted as specific required
coh'ections.
`d^
*,Sladden Engineering
6782 Stanton Ave., Suite A, Buena Park, CA 80621 (714) 523-0952 Fax (714) 523-1369
39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895
March 2, 2006 Project No. 522-4810
06-02-120
East of Madison, LLC
80-349 Via Mirasol
La Quinta, California 92253
Project: Madison Club - Tract 33076
NWC Avenue 54 and Monroe Street
La Quinta, California
Subject: Report of Observations and Testing During Rough Grading
Ref: Geotechnical Investigation Report prepared by Sladden Engineering dated January
28, 2005, Project No. 544-4810; Report No. 05-01-101
Summarized in this report are the results of in-place density tests performed at the subject site
during the rough grading of the building pads along with pertinent observations. The subject
site is located on the northwest corner of Avenue 54 and Monroe Street in the City of La Quinta,
California. Rough grading was' performed by Nuevo Engineering using conventional heavy
equipment.
The building pad areas were overexcavated to a depth of at least 3 feet below existing grade or 4
feet below pad grade, whichever was deeper. ;Deep removals up to 10 feet in depth were
performed in areas where substantial roots were encountered. The previously removed native
soils and native soils obtained from cut areas of the site were placed in thin 'lifts.st near optimum
moisture content and compacted to at least 90 percent relative compaction. The overexcavation
generally extended laterally at least 5 feet beyond the previously approved building setbacks as
indicated on the rough grading plans prepared by RCE. The remedial grading including
overexcavation of the surface soil was performed as recommended within the above referenced
Geotechnical Investigation report.
Observations and field testing was performed from April 22, 2005 through January 4, 2006.
Testing indicates that after reworking areas of low density, a minimum of 90 percent relative
compaction was attained in the areas tested. The passing test results indicate compliance with
the project specifications at the-testednlocatioM and depths but are no guarantee or warranty of
the contractors work. LDATE
TY OF UN
TY 0
IN
rp
SAFETY'BUILDING & SETA
PT.RECEIVED
FOR CO'NGI'J�; RUCTd0PV
����� APR 0.4 2014
:U B
CITY OF LA QUINTA
COMMUNITY bEVELOPMENT
1 �
March 2, 2006 2- Project No. 522-4810
06-02-120
Field Tests: In-place moisture/density tests. were performed using a nuclear density gauge in
accordance with test methods ASTM D 2922 and ASTM D 3017. A total of 2355 density tests were
performed by Sladden Engineering personnel during rough grading. the approximate test
locations are indicated by lot number and on the attached plans and test results are summarized
on the attached data sheets.
Laboratory Tests: The moisture -density relationships for the tested materials were determined in
the laboratory in accordance with test method ASTM D 1557-91.
Allowable Bearing Pressures: The structural values recommended in the referenced
Geotechnical investigation report prepared by Sladden Engineering remain applicable for use in
foundation design. Conventional shallow spread footings should be bottomed into properly
compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous
footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide.
Continuous footings and isolated pad footings should be designed utilizing allowable bearing
pressures of 1.500 psf and 1800 psf, respectively. The allowable bearing pressures are for dead
and frequently applied live loads and may be increased by 1/3 to resist wind, seismic or other
transient loading. The recommended allowable bearing pressures may be increased. by one-
third for wind and seismic loading.
The bearing soils are non -expansive and fall within the "very low' expansion category in
accordance with Uniform Building Code (UBC) classification criteria.
If there are any questions regarding this report or the testing summarized herein, please contact
the undersigned. ,
Respectfully submitted
SLADDEN ENGIKI EKING .
AN4F�����
Brett L. Mn y m No C 45399 Z m
Principal Engineer a Exp. 9130106 M
Grading/lh ST ClV\\- Q��P
�TFOF CAG�FO
Copies 4/East of Madison, LLC
{
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Tart No,
I Date Testcd
l Location Elcvation
Dry Density
In Place
% Moisture
In Place
Relative
Compaction
Maximum
I)enqity
Building Pads
1
0422-05
Lot 8A back half 992
109.2
10.2
99 110.0
2
04-22=05
Lot 8A back half 99.4.
104.4
8.0
95 110.0
3
0422-05
Lot 8A front half -992
106.6
9.7
97 1.1.0.0
4
04-22-05
Lot 8A front half 994
105.6
12.4
96 110.0
5
04-22-05
Lot 9A back half 992
109.2
11.0
I 99 110.0
6
04-22-05
Lot 9A back half 994
101.7
8.5
92 110.0
7
04-22-05
Lot 9A front half 992
109.0
10.3
99 110.0
8
04-22-05
Lot 9A front half 994
104.1
10.6
95 110.0
9
04-22-05
Lot 10A back half 991
100.11
19.3
91. 110.0
10
04-22-05
Lot 10A back half . 992
106.6
13.2
97 11.0.0
11
04-22-05
Lot 10A front half 993
1.06.3
15.0
97 110.0
12
04-22-05
Lot 10A front half 1995
98.7
12.0
90 110.0
13
04-25-05
Lot 14A front half 988
105.4
10.4
96 110.0
14
04-25-05
Lot 14A front half ' 990
106.1
8.6
96 110.0
15
04-25-05
Lot 14A back half 995
106.3
9.4
92 110.0
16
04-25-05
Lot 14A back half 993
103.4
12.0
94 120.0
17
04-25-05
Lot 1.2A back half 996
98.9
10.3
90 110.0
18
04-25-05
Lot 12A back half 998
107.9
13.0
98 110.0
19
04-25-05
Lot 12A front half 1000.5
101.6
12.0
92 1.10.0
20
04-25-05
I i..ot 12A front half 98.5
108.9
11.3
j 99 110.0
21
04-25-05
Lot 11A back half '991
98.6
8.0
I 90 110.0
22
04-25-05
I Lot 11A back half 993
100.0
12.3
I
; 91 i 110.0
23
04-25-05
Lot 11A front half 991
103.6
10.1
i 94 110.0
24
04-25-05
Lot 11A front half 993
98.4
8.2
90 I 110.0
25
04-25-05 i
Lot 15A back half 991
105.3
9.6
96 110.0
26
04-25-05 i
Lot 15A back half 993
1.09.1
8.9
j 99 i 110.0
27
04-25-05 '
Lot 15A front half 992
104.2
9.7
I 95 110.0
28
04-25-05
Tot 15A front half 994
104.0
7.6
(
95 110.0
29
04-25-05
Lot 13A back half 996
109.6
7.3
99 i 110.0
30
04-25-05
Lot 13A back half 998
103.9
7.6
94 i 110.0
31
0425-05
Lot 13A front half 992
109.9
12.2
99 110.0
32
04-25-05
Lot 13A front half 994
107.2
13.7
98 11.0.0
33
0425-05
Lot 12A front ha If 1002.5
109.7
12.5
99 110.0
34
04-25-05
Lot 12A front half 1004.5
98.9
8.9
90 110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME,; Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Date TestedLocation Elevation Dry Density % Moisture I Relative Maximum
I
_ I in Place I in Place Comnaction r)enairy
DATE: Murch 2, 2006
995
109.7
Over -excavation
35
04-26-05
Lot 15A back half
36
04-26-05
Lot 15A back half
37
04-26-05
Lot 14A back half
38
04-26-05
Lot 14A back half
39
04-26-05
Lot 13A back half
40
04-26-05
Lot 13A back half
41.
04-26-05
Lot 12A back half
42
04-26-05
Lot 12A back half
43
04-26-05
Lot 11A back half
44
04-26-05
Lot 11A back half
45
04-26-05
Lot 10A back half
46
f 04-26-05
Lot 10A back half
47
04-26-05
Lot 9A back half
48
04-26-05
Lot 9A back half
49
04-26-05
Lot 8A back half
50
04-26-05
Lot 8A back half
51
04-26-05
Lot 8 B
52
04-26-05
Lot 8 8
53
04-26-05
Lot 6 B
54
04-26-05
Lot 6 B
55 I
04-26-05
Lot 6 B
56
04-26-05
Lot 6 B
57
04-26-05
I Lot 4 B
58
04-26-05
Lot 4. B
59
04-26-05
! Lot 5 B
60
04-26-05
i Lot 513
61
04-26-05
Lot 8 A front half
62
04-26-05
Lot 8 A front half
63
04-26-05
Lot 9 A front half
64 I
04-26-05
Lot 9 A front half
6504-27-05
110.0
Lot 13 A front half
66 i
04-27-05
Lot 13 A front half
67. I
04-27-05
Lot 13 A front half
68
04-27-05
Lot 13 A front half
69
04-27-05
Lot 13 A front half
70
04-27-05
Lot 13 A front half
71
04-27-05
Lot 13 A front half
72
04-27-05
Lot 13 A front half
73
04-27-05
Lot 13 A front half
74
0427-05
Lot 13 A front half
DATE: Murch 2, 2006
995
109.7
11.1
99
110.0
997
109.4
4.8
99
110.0
.999
109.4
11.9
99
110.0
1001
105.8
12.0
96
'110.0
1000
107.3
13.5
97
110.0
1002
103.3
7.6
94
I 110.0
1000
109.5
7.3
99
110.0
1000
109.6
6.1
99
110.0
995
104.7
9.6
95
1100
997
108.9
9.3
99
110.0
995
109.6
13.0
99
110.0
997
107.5
14.4
98
110.0
996
109.1
9.4
99
110.0
.998
108.9
7.8
_ 99
110.0
996
109.9
13.8
I 99
11.0.0
998
106.9
11.7
97
110.0
993.3
99.0
21.2
90
1.10.0
994.3
103.6
10.9
94
110.0
994.6
99.9
14.3
91
110.0
996.6
108.0
9.5
98
; 110.0
994.0
99.2
12.9
90
110.0
996.0
103.9
13.7
94
110.0
995.3
90.3
9.3
82*
110.0
995.3
103.4
11.3
94
110.0
996.3
99.2 I
15.8
90
110.0
994.0
105.3
12.0
96
110.0
996
109.6
8.2
99
110.0
998
109.3
8.6
99
110.0
996
107.7 I
9.7
97
110.0
998
102.1
8.4
93
1.10.0
994
103.9
8.8
94 i
110.0
996
105.4
10.1
96 I
1.1.0.0
990
101.8
9.3
93 j
110.0
992
106.9
11.4
97
110.0
994
104.5
8.3
95
110.0
996
105.8
13.1
96
110.0
997
108.1
11.4
98
110.0
998
106.8
10.9
97
110.0
99.4.
1.06.1.
9.8
96
120.0
995
103.8
8.6
94
110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.
Date TestedI
Location
Elevation
Dry Dcrwity
I In Place
% Moisture
In Place
Relative
m a
Coction
Maximum
Density
75
04-27-05
Lot 17 A front half
993.5
106.1
9.8
96
110.0
76
04-27-05
Lot 26 A front half
988
103.0
6.9
94
110.0
77
04-27-05
Lot 26 A front half
990
1.05.6
7.2
96
110.0
78
04-27-05
Lot 25 A front half
988
1015
8.1
92
110.0
79
04-27-05
Lot 25 A front half
990
102.8
7.9
93
110.0
80
04-27-05
Lot 24 A front half
988
100.3
9.1
91
110.0
81
04-27-05
Lot 24 A front half
990
102.5
8.0
93
110.0
82
04-27-05
Lot 8 A Back half
2 994.5
106.9
10.5
97
110.0
83
04-27-05
Lot 8 A Back half
996.5
104.7
12.5
95
I 110.0
84.
04.27-05
Lot 9 A Back half
994
107.0
11.6
97
110.0
85
04-27-05
Lot 9 A Back half
996
105.3
13.4
96
110.0
86
04-28-05
Lot 24 A back half
989
103.0
( 9.6
94
110.0
87
04-28-05
Lot 24 A back half
991
i 104.4
12,9
95
7 :1.0.0
88
04-28-05
Lot 25 A back half
993
99.6
10.3
91
110.0
89
04-28-05
Lot 25 A back half
995
105.3
7.4
96
110.0
90
04-28-05
Lot 26 A back half
I
993
98.7
6.7
i 90
110.0
91
04-28-05
Lot 26 A back half
995
106.6
11.6
I 97
110.0
92
04-28-05
Lot 24 A front half
992
102.5
13.3
93
110.0
93
04.-28-05
Lot 24 A front half
994
I 110.3
10.8
91
110.0
94
j 04-28-05
Lot 25 A front half
992
103.6
11.5
94
110.0
95
04-28-05
Lot 25 A front half
994
1 100.5
10.3
92
'110.0
96
04-28-05
Lot 20 A front half
992
108.6
9.1
99
110.0
97
04-28-05
Lot 20 A front half
994
i 109.6
6.4
99
110.0
98
! 04-28-05
Lot 21 A front half
992
108.7
7.1
99
110.0
99
04-28-05
Lot 21 A front half
994
102.8
5.5
I 93
110.0
100
04-28-05
Lot 22 A front half
992
I 107.2 "
5.1
I 97
110.0
101
04-28-05
Lot 22 A front half
994
I 100.6
I 11.5
I 91
110.0
102
04-28-05
Lot 26 A front half
992
109.1
9.5
j 99
110.0
103
04.-28-05
! Lot 26 A front half
994
107.7
! 7.8
! 98
I 110.0
104
, 04-28-05
Lot 24 A Back half
993
101.7
9.8
I 97
110.0
'105
04-28-05
Lot 24 A Back half
995
105.4
9.8
j 96
I
110.0
106
04-28-05
Lot 25 A Back half
996
106.8
11.3
97
110.0
107
04-28-05Lot
25 A Back half
998
101.3
6.7
92
110.0
108
04-28-05
Lot 26 A Back half
996
105.5
6.3
96
110.0
109
04-28-05
Lot 26 A Back half
998
100.9
7.3
92
110.0
110
04-29-05
Lot 16 A back half
994.5
102.4
8.3
93
110.0
11.1
04-29-05
Lot 16 A Back half
996
100.1
7.6
91
110.0
112
04-29-05
Lot 15 A Back half
996
97.0
10.8
88w
110.0
113
04-29-05
Lot 14 A Back half
999
104.5
12.9
95
110.0
114
04-29-05
Lot 13 A Back half
999
101.8
9.0
I 93
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No, Date Tested Location Elevation Dry Density I % Moisture RelativeMaximum
In Place I fn Place Compaction I Densitv
115
04-29-05
Lot 21 A Back half
116
04-29-05
Lot 21 A Back half
117
04-29-05
Lot 20 A Back half
118
04-29-05
Lot 20 A Back half
119
04-29-05 i
Lot 1.8 A Back half.
120
04-29-05 I
Retest # 57
121
04-29-05
Lot 4 B Back half
122
05-02-05
Lot 21 A Back Half
123
05-02-05
Lot 21 A Back Half
124
05-02-05
Lot 23 A Back Half
125 i
05-02-05
Lot 23 A Back Half
126
05-02-05
Lot 21 A Front Half
127
05-02-05
Lot 21 A Front Half
128
05-02-05
Lot 24 A Back Half
1.29
05-02-05
Lot 24 A Back Half
130
05-02-05
Lot 24 A Back Half
131
05-02-05
Lot 24 A Back Half
132
05-02-05.
Lot 24 A Center
1.33
05-02-05
Lot 25 A Center.
134
05-02-05
i
Lot 26 A Center
135
05-02-05
Lot 24 A Front Half
136
05-02-05 I
Lot 25 A Front Half
137
05-02-05 i
Lot 26 A 'Front Half
138
05-02-05 1
Lot 23 A Front Half
1.39
05-02-05 i
Lot 23 A front Half
140
05-02-05
Lot 22 A Front Half
141
05-02-05
Lot 22 A Front Half
i
142
05-03-05
Lot 20 A Front Half
143
05-03-05 I
Lot 20 A tack Half
144. !
05-03-05
Lot 20 A Back Half
145
05-03-05
Lot 25 A Back Half
146
05-03-05
Lot 25 A Back Half
147
05-03-05
Lot 25 A Front Half
.148
05-03-05
Lot 25 A Front Half
149
05-03-05
Lot 24 A Front Half
1.50 I
05-03-05
Lot 24 A Front Half
151 I
05-03-05
Lot 23 A Front Half
1.52
05-03-05
Lot 23 A Front Half
153 I
05-03-05
Lot 22 A Back Half
154 I
05-03-05
Lot 22-A Back Half
DATE: March 2, 2006
992.2
99.6
10.8
91
110.0
994
99.1
111
90
110.0
993.2
103.2
8.8
94
110.0
994.5
102.4
10.1
93
110.0
995.6
94.1
12.8
86*
110.0
106.0
9.1
96**
110.0
997
107.5
12.2
1 98
110.0
995
102.9
17.4
93
110,0
996.5
101.5
9,8
92
110.0
993
108.1
7.4
98
110.0
995
I 103.2
13.1
96
110.0
996
107.6
9.5
98
11.0.0
.997.5
103.7
1 6.9
94
110.0
996
106.3
1 14.0
97
11.0.0
997.5
100.9
i 12.8
92
110.0
998.5
104.6
! 15.1
95
110.0
999.5
101.9
13.2
I 93
1
J 11010
.994
106.3
14.1
I 97
110.0
993
105.1
12.2 I
96
110.0
994
105.8
13.5
96
110.0
995.5
101.8
10.4
93 I
110.0
995.5
106.6
13.0
97
110.0
996
105.0
11.9
95
110.0
994
106.3
1 14.0
97 1
110.0
996
100.9
12.8
92 i
1.10.0
995.5
104.6
1.5.1.
95
110.0
996.5
101.9
13.2
93
110.0
996
95.4 I
25.1 I
81* 1
110.0
996
107.1 i
8.8
97 i
110.0
997.5
104.7 1
11.4
95 I
110.0
999
103.5
16.9
94
110.0
1000
101..3
17.4
92
110.0
997
99.9
17.1
90
110,0
999
108.2
7,7
98
110.0
997
99.5
16.0
90
110.0
999
99.2
20.1
90 I
1.10.0
998
106.4
14.6
97 i
110.0
1000
101.0
15.2
92
110.0
997
10.4.9
14.9
95
110.0
999
109.4
11.7
99
110.0
Sladden Engineering .
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California
REPORT NO: 06-02-120
Test No.
Datc Tt:stcd I
Location
Elevation
Dry Density
I % Moisture I
Relative
I Maximum
I
in Place
In Place I
Compaction
Densi
755
05-03-05
Lot 23 A Back Half
996
102.9
16.8
93
110.0
156
05-03-05
Lot 23 A Back Half
998
100.6
12.9
91
110.0
157
05-03-05
Retest # 142
101.4
9,5
92**
11.0.0
158
05-03-05
Lot 20 A Center
998
103.9
12.2
94
110.0
1.59
05-03-05
Lot 21 A Center
996
99.9
13.6
91
110.0
160
05-03-05
Lot 21 A Center
997.5
109.7
.11.3
99
110.0
161
05-03-05
Lot 22 A Center'
995
106.3
74.1
96
� 110.0
162
05-03-05
Lot 22 A Center
997
i 107.1
15.0
97
110.0
163
05-03-05
Lot 23 A Center
996
I 108.7
11.3
99
110.0
164
05-03-05
Lot 24 A Center
998
109.1
14.2
99
110.0
165
05-04-05
Lot 54 A Center
988.7
I 107.7
i 6.9
98
110.0
166
05-04-05
Lot 54 A Center
990
I 99.1
14.8
90
11.0.0
167
05-04-05
Lot 53 A Center
988.3
105.8
I 6.7
96
110.0
168
! 05-04.-05
Lot 53 A Center
990.5
I 102.5
I 7.8
93
110.0
169.
I 05-04-05
Lot 54 A Front Half
990
1 105.4
I 6.8
96
1.10.0
170
05-04-05
Lot 54 A Fiont Half
992
I 101.7
10.0
1 92
110.0
171
05-04-05
Lot 53 A Front Half
7987.5
105.4
8.7
96
110.0
172
05-04-05
Lot 2 A Back Half
993
106.0
8.2
96
110.0
173
I 05-04.-0S
Lot 1 A Back Half
,993.5
108.1
7.8
98
110.0
174
i 05-04-05
I Lot 1 A Back Half
995
101.3
6.6
92
110.0
175
05-04-05
Lot 1 A Center
993.5
108.4
7.6
98
110.0
176
05-04-05
Lot 1 A Center
995
99.8
11.5
90
1 110.0
177
i 05-04-05
Lot 2 A Center
991
106.4
5.8
97
170.0
178
05-04-05
Lot 2 A Center
992.5
98.9.
9.4
90
I 110.0
1.79
1 05-04-05
! Lot 2 A Front Half
992.5
109.6
8.3
99
I 11.0.0
180
05-04-05
Lot 2 A Front Half
994
104.0
6.1
94
110.0
181
05-04-05
Lot 1. A Front Half
992
108.9
7.7
99
j 1.10.0
1.82
1 05-04-05
Lot 1 A Front Half
993.5
105.9
1 5.9
96
i 110.0
183
05-05-05-
Lot 2 A Front Half
'992.5
109.6
8.3
94
I 110.0
184
; 05-05-05-
Lot 2 A Front Half
994.5
104,0
4.3
94
110.0
185
05-05-05-
Lot 1 A Front Half
992
108.0
7.7
99
110.0
1.86
05-05-05-
Lot 1 A Front Half
I
994
105.9
4.4
96
1 110.0
187
I 05-05-05-
Lot 15 Back Half
999
10.4.6
1.3.6
I 95
110.0
1.88
? •05-05-05-
I Lot 1 B Back Half
1001
99.3
14.5
90
110.0
189
j 05-05-05
Lot 113 Center
1000
101.9
11.1
93
110.0
3.90
j 05-05-05
Lot 1 B Center
1002
102.2
12.9
1 93
110.0
191
' 05-05-05
I Lot 2 8 Center
997
105.9
I 13.8
96
110.0
192
05-05-05
Lot 2 B Center
999
100.5
11.4
91
110.0
193
05-05-05
3 8 Front Half
998
109.6
11.5
99
110.0
194
05-05-05
3 B Front Half
1000
107.2
5.9
97
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.j Date Tested Location Elevation Dry Density % Moisture I Relative Maximum
In Place In Place Comvaction I Density
195
05-05-05
Lot 2 B Front Half
196
05-05-05
Lot 2 B Back Half
197
05-05-05
Lot 2 B Back Half
198
05-05-05
l.ot 3 B Back Half
199
05-05-05
Lot 2 A Back Half
200
05-05-05
loot 1. A Back Half
201
05-05-05
Lot 1 A Back Half
202
05-05-05
Lot 1 A Center
203
05-05-05
Lot A Center
204
05-05-05
Lot 2 A Center
205
05-05-05
Lot 2 A Center
206
05-06-05
Lot 54 A Front Half
207
05-06-05
Lot 53 A Front Half
208
05-06-05
Lot 52 A Front Half
209
05-06-05
Lot 51 A Front Half
210
05-06-05
Lot 54 A Front Half
211
05-06-05
Lot 54 A Back Half
212
05-06-05
Lot 53 A Back Half
213
05-06-05
Lot 53 A Back Half
214 j
05-06-05
Lot 52 A Back Half
215
05-06-05
Lot 52 A Back Half
216
05-06-05
Lot 51 A Back Half
217
i
05-06-05
Lot 51 A Back Half
218
05-09-05
Lot 18 A Front
219 i
05-09-05
Lot 18 A Front .
220 1
05-09-05
Retest a 119
221
05-09-05
Lot 18 A Back
222
05-09-05
Lot 1.9 A Front
223
05-09-05
Lot 19 A Front
224 i
05-09-05
Lot 19 A Back
225
05-09-05
Lot 19 A Back
226
05-09-05
Lot 21 Front
227
05-09-05
Lot 21. Front
228
05-09-05
Lot 21 Back
229
05-09-05
Lot 21 Back
230
05-09-05
Lot 4 B Back
231
05-09-05
Lot 4 B Back
232
05-09-05
Lot 4 B Front
233
05-09-05
Lot 4 B Front
234
05-09-05
j Lot 7 B Hack
DATE: March 2, 2006
997
100.1
8.8 91.
i
110.01
1000
103.1
11.4 99
110.0
1002
102.8
12.1 93
110.0
999
104.5
10.2 95
11.0.0
993
106.0
8.2 96
110.0
993.5
109.1
7.8 99
11.0.0
995
101.3
5.4 92
110.0
993
108.4
7.6 98
110.0
995.2
99.8
11.52 90
110.0
991
106.4
4.5 97
110.0
993
98.9
9.4 90
110.0
993
.109.1
9.1 99
I 110.0
991.5
1 107.9
12.6 98
110.0
992
100.9
17.4 92
I 110.0
991
i 103.5
8.8 94
110.0
991
104.9
13.6 I 95
110.0
992.5
98.6
12.0 90 1
110.0.
988.5
104.3
1.3.6 95
110.0
990
1.01.0
15.8 92
110.0
988.5
105.3
16.1 96
110.0
990
107.5
1.0:0 98
110.0
990.5
105.9
I 171 96
11.0.0
992
107.6
16.9 98
110.0
994
108.9
16.1 99
110.0
996
106.1
12.5 96
110.0
109.7.
11.5 99-
110.0
999
107.9
13.8 i 98
110.0
996.5
106.1
8.5 96
110.0
997.5
102.8
8.6 93
110.0
991
104.9
14.1 95
i 110.0
997
106.4
14.8 97
11.0.0
998.5
106.1
13.3 96
! 110.0
999.5
105.7
12.9 96
110.0
998
99.1
6.1 90
' 110.0
1000
98.8
5.2 90
110.0
997
99.0
9.7 90
110.0
999
104.5
5.6 95
110.0
997
105.6
7.7 96
110.0
999
1.05.1
7.8 95
110.0
996
104.1
i 9.0 95
110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
t
Test No. Date Tested Location Elevation Dry Density % Moisture RelativeMaximum
In Place In Place Comoaction I • Density
235 I
05-09-05
236
05-09-05
237
05-09-05
238 I
05-09-05
239
05-09-05
Lot 7 B Back
Lot 7 B Front
Lot 7 B Front
Lot 8 B Front
Lot 8 B Front
240 1
05-10-05
Lot 44 A Front
241
05-10-05
Lot -45 A Front
242
05-10-05
Lot 46 A Front
243
05-10-05
Lot 51 A Front
244
05-10-05
Lot 51 A Front
245
05-10-05
Lot 52 A Front
246
05-10-05
Lot 52 A Front
247
05-10-05
Lot 53 A Front
248
05-10-05
1 Lot 53 A Front
249 i
05-10-05
; Lot 54 A Front
250
05-70-05
[_,ot 54 A Front
251
05-10-05
Lot 54 A Back
252
05-1.0-05
Lot 54 A Back
253
05-10.05
Lot53 A Back
254
05-10-05
Lot 53 A Back
255
05-10-05
Lot 52 A Back
256 i
05-10-05
Lot 52 A Back
257
05-1.0-05
. Lot 89 B Back
258 I
05-10.05
Lot 8913 Back
259
05-10-05
Lot 90 B Back
260
05-10-05
],ot 9013 Back
261
05-10-05
Lot 91 B Back
262
05-10-05
Lot 91 B Back
263
05-10-05
Lot 4 B Back
264
05-10-05
Lot 3 B Front
I
265
05-11-05
Lot 4 B Front
266 I
05-11-05
Lot 4 B Front
267.105-11-05
1.08.1 i
Lot 4 B Front
268 I
05-11-05
Lot 3 B Front
269.
05-11-05
Lot 3 B Front
270 i
05-11-05
Lot 3 B Front
271
05-11-05
Lot 4 B Back
272
05-11-05
Lot 4 B Back
273
05-11-05
Lot 4 B Back
274 I
05-11-05
Lot 3 B Back
DATE: March 2, 2006
,994
103.9
8.6
t 996
107.7
13.7
'994
103.2
5.3
994
98.9.
7.6
996
1.03.6
8.3
991
'1 046
11.9
991.5
100.5 I
13.8
991.5
1 94.1
1.3.5
993
i 101.1
16.9
995
99.6
1112
994
104.5
16.5
996
103.5
1.0.6
993.5
108.8
14.8
995
10810
13.3
993.5
109.2 I
1.7.0
995
108.9
13.0
993.5
108.7
17.2
1995
108.4
16.0
993
102.7
11.9
995
i 991
8.5
994
108.0
13.2
995.5
1.08.1
11.3
984.5
100.5
14.3
986
104.4
13.1
,985
1.0.4.5
14.8
987 i
109.7
6.3
4 982
1.04.6
12.8
984
1.08.1 i
11.3
1003
98.9
12.7
1001
107.3
i
6.8
4003
104.3 j
9.9
:1004
109.5 ;
4.0
-1.005
103.2
13.9
1003.5 1
106.5
16.1
1004.2 I
109.5
11.6
1005.5
108.0
7.0
11004
107.7
7.3
1005.5
109.8
5.4
1007
104.4
5.8
` 1003
106.6
1.1.4
94 110.0
98 110.0
99 ' 110.0
91 110.0
94 110.0
95 110.0
91 110.0
86"' 110.0
92 110.0
90 110.0
95 110.0
94 110.0
99 '11.0.0
98 110.0
99 110.0
99 1.10.0
99 110.0
99 i 110.0
93 110:0
90 110.0
98 110.0
98 110.0
91. 110.0
95 110.0
95 110.0
99 110.0
95 110.0
98 110.0
90 1.1.0.0
97 110.0
95 110.0
99 110.0
96 110.0
97 11.0.0
98 1 110.0
96 110.0
98 110.0
99 110.0
95 110.0
97 110.0
Sladden Engineering
'rEST RESULTS
PROJECT NAME; Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date TestedI Location Elevation I Dry Density % Moisture I Relative Maximum
In Place In Place Comuaction I Density
275
276
277.
278
279
280
281
282
283
284
285
286
287
288
289
290
291
05-11-05
05-11-05
05-11-05
05.11-05
05-11-05
05-11-05
05-11-05
05-11-05
05-11-05
05-11-05
05-11-05
05-11-05
05-11-05
05-11-05
05-11-05
05-11-05
05-11-05
Lot 3 B Back
1004
108.3
Lot 3 B Back
- 1005.5
107.9
Lot 46 A Front.'
993
100.9
Lot 49 A Back
898
107.1
Lot 49 A Back
991
108.1
Lot 50 A. Back
989.5
1.01..5
Lot 50 A Back
991
107.4
Lot 51 A Back
991
1.09.6
Lot 51 A Back
993
101.6
Lot 44 A Back
991
103.9
Lot 48 A Front
1991
105.1
Lot 48 A Front
992
100.9
Lot 49 A Front
991
102.8
Lot 49 A Front
; 992
101.0
Lot 50 A Front
992
I 101.8
Lot 50 A Front
993
i 100.5
Retest # 242
991.5
101.4
292
05-12-05
1 of 50 A Back
993
107.6
293
05-12-05
Lot 50 A Back
994.5
109.2
294
05-12-05
Lot 49 A Back
991
105.1
295 I
05-12-05 1
Lot 49 A tack
993
104.4
296
05-12-05
Lot 51 A Front
997
108.9
297
05-12-05
Lot 51 A Front
999
105.9
298
05-12-05
Lot 54 A Front
997.5
104.0
299
05-12-05 1
Lot 54 A Front
999.5
100.5
300
05-12-05
Lot 53 A Front
997
106.4
301
05-12-05
Lot 53 A Front
999
98.9
302
05-12-05 '
Lot 53 A Back
994.5
107.6
303 ';
05-12-05
Lot 53 A Back
996.5
106.5
304 !
05-1.2-05
1..ot 54 A Back
997
108.3
305
05-12-05
Lot 54 A Back
'998.5
99.3
306 i
05-12-05
Lot 1 A Back
996
100.8
307
05-12-05
Lott A Back
995
101.3
308
05-12-05
Lot 2 A Front
996
99.5
309 i
05-12-05
Lot 52 A Front
996.
106.1
310
05-12-05
Lot 49 A Front
9925 I
105.3
311
05-12-05
Lot 50 A Front
994
103.8
312
05-12-05
Lot 31 A Front
9915 I
1.00.3
313
05-12-05
Lot 31 A Front
9925
103.5
314
05-12-05
Lot 30 A Front
99.1
1.02.1.
DATE: March 2, 2006
9.1
7.0
6.3
10.2
8.5
16.3
7.4
9.8
9.3
13.0
11.4
10.2
9.9
10.4
11.0
8.7
9.0
12.5
9.1
13.1
13.9
10.5
1.0.6
14.1
5.1
14.8
11.2
12.7
13.4
8.7
12.5
10.4
11.2
9.0
1.4.3
12.5
10.9
1.0.6
10.4
8.7
98 110:0
98 110.0
92 110.0
97 110.0
98 j 110.0
92 110.0
98 110.0
99 110.0
92 110.0
94 110.0
96 110.0
92 110.0
93 110.0
92 110.0
93 110.0
91 110.0
92"" 110.0
98 1 110.0
99 110.0
95 110.0
95 I 110.0
99 1.1.0.0
96 i 110.0
95 110.0
92 110.0
97 110.0
90 '110.0
98 110.0
97 110.0
98 110.0
90 110.0
92 110.0
92 110.0
99 110.0
96 110.0
96 110.0
94 110.0
91. 110.0
94 110.0
93 110.0
Sladden Engineering
I
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested ( Location Elevation Dry Density % Moisture I Relative I Maximum
In Place In Place Conmaetion Dcnsitv
315
05-13-05
Lot 2 B Front
316
05-13-05
Lot 2 B Center
317
05-1.3-05
Lot 2 B Front
318
05-13-05
Lot 1 B Front
319
05-13-05
Lot 1 13 Front
320
05-13-05
Lot 1 B Center
321 I
05-1.3-05
:Lot 1 B Back
322 1
05-13-05
Lot 1 B Back
323
05-13-05
Lot 1 8 Center
324
05-13-05
Lot 2 B Back
325
05-13-05
Lot 2 8 Back
326
05-13-05
Lot 2 B Center
327
05-13-05
I Lot 17 A Back
328
05-13-05
Lot 17 A Back
329 I
05-13-05
Lot 17 A Center
330 I
05-13-05
Lot 33 A Front
331 I
05-13-05
Lot 32 A Center
332 I
05-13-05
Lot 32 A Center
333
05-13-05
Lot 14 A Back
334
I
05-13-05
Lot 13 A Back
i
335:
05-16-05
Retest # 112
336
05-16-05
Lot 15 A Back
99.2
17.4
337
05-16-05
Retest # 333
338
05-16-05
Lot 14 A Back
339
05-1.6-05
1.ot .) 4 A Center
340
05-16-05
Lot 13 A Back
341 ;'
05-16-05
Lot 13 A Back
342
05-16-05
I,ot '13 A Center
343
05-16-05
; Lot 15 A Front
344
05-16-05
Lot 15 A 'Front
345
05-16-05
Lot 15 A Center.
346E
05-16-05
Lot 14 A Front
347 i
05-16-05
Lot14 A Front
348
05-16-05
Lot 15 A Center
349 I
05-16-05
Lot 13 A Front
350
05-16-05
Lot 13 A Front
351
05-16-05
'Lot 13 A Front
352
05-17-05
Lot 17 A Center
353
05-17-05
Lot 16 A Back
354
05-17-05
i.ot 15 A Back
DATE: March 2, 2006
1001 !
100.4
14.6
1001
104.5
12.1
1003
100.0
13.2
1001.5
105.9
16.4
1003 i
101.5
11.2
1001
103.2
13.0
1003.5
101.5
14.3
1005
99.2
12.9
1003
104.5
11.3
1002
102.0
11.6
1003.5.
104.6
8.1
1003
104.1
9.5
996
103.7
7.7
1000 1
98.7
9.4
998
106.5
10.1.
999' i
101.8
14.3
990 !
108.6
8.9
990 I
100.8
10.5
998
95.1
18.1
998 i
I
104.4
11.0
109.5
10.9
998.5
106.8
10.3
99.2
17.4
1002.5
102.3
1 11.9
1001
104.6
10.2
1001
104.1
17.9
1003
100.4
8.5
1001.5 i
103.1
10.5
998
108.7
13.2
1000
99.3
9.4
998.5 I
106.0
10.1
1001.5
103.8
18.0
1003.5
101.9
15.4
1001
104.4
11.3
1000
101.0
16.7
.1002
104.9
'12.1
1000
106.8
10.9
999
109.:1.
10.9
1002
107.5
12.0
1000
103.0
10.6
91 110.0
95 110.0
91 110.0
96 110.0
92 110.0
94 110.0
92 1.1.0.0
90 110.0
95 1.1.0.0
93 110.0
95 1.1.0.0
95 110.0
94 110.0
90 110.0
97 110.0
93 110.0
99 110.0
92 110.0
86"' 110.0
95 110.0
99** 110.0
97 110.0
90" 1.10.0
93 110.0
95 110.0
95 110.0
91 110.0
94 110.0
99 110.0
90 110.0
96 110.0
94 110.0
93 110.0
95 110.0
92 110.0
95 '110.0
97 110.0
99 110.0
98 110.0
94 110.0
Sladden .Engineering
I
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location: Elevation Dry Density % Moisture Relative f Maximum
In Place I In Place I COmDaction I Densitv
355
05-17-05
Lot 15 A Front
1000
106.4
9.5
97
110.0
356
05-17-05
Lot 1.6 A Front
999
105.3
1.1..7
96
110.0
357
05-17-05
Lot 10 A Back
' 999
108.1
12.4
98
110,0
358
05-17-05
Lot 10 A Back
1001
' 106.7
13.0
97
i 110.0
359
05-17-05
Lot 11 A Back
999
105.9
7.1
96
110.0
360
05-1.7-05
Lot 11 A Back
1001
107.8
11.4
98
110.0
361
05-17-05
Lot 9 A Front
999
107.7
8,1
98
110.0
362
05-17-05
Lot 10 A Front
998.5
105.7
13.4
96
190.0
363
05-17-05 j
Lot 37 A Back
990
102.3
1.4.3
93
110.0
364
05-17-05 I
Lot 37 A Front
990
103.3
11.6
94
110.0
365
05-17-05 +
Lot 37 A 'Front
992
104.1.
1.0.9
95
1 110.0
366 j
05-17-05
Lot 8 A Back
998.5
104.7
15.8
95
110.0
367 j
05-17-05 j
Lot 8 A Back
1000.5
106,5
11,3
97
110.0
368 i
05-17-05
Lot 9 A Back
998
104.1
13.8 I
95
110.0
369 1
05-17-05 (
Lot 9 A Back
1000
102.0
12,0 '
93
110.0
370
05-17-05
Lot 36 A Front
990.5
900.6
12,1
91
1.10.0
371
05-17-05
Lot 36 A Front
991.5
1 101.4
11.3
92
110.0
372
05-17-05
Lot 35 A Front
990
102.5
10.6
93
110.0
373
05-17-05
Lot 35 A Front
991
103.8
10.4
94
I 110,0
374
05-17-05
Lot 16 A Center
1000
105.0
12.5
95
110.0
375.
05-17-05
Lot 15 A Center
999.5
104.4
13.2
95 i
110.0
376
05-17-05
Lot 17 A Center
1000
106.3
13.8
97
110.0
I
377
05-18-05
Lot 18 A Center
99.5
1.07.9
8.0
98
110.0
378 ';
05-18-05
Lot 18 A Center
1000
98.5
12.7 !
90 �
110.0
379
05-18-05
Lot 19 A Front
998.5
108.7
9.7 1
90
110.0
380
05-18-05
Lot 19 A Front
1000
105.3
13.1 I
96
110.0
381
05-18-05
Lot 20 A Front
998 1
103.6
9.3 j
96
1.10.0
382 1
05-1.8-05
1 of 20 A Front
1000
106.6
10.8
96
110.0
383
05-18-05
Lot 14 A Front
999 i
107.2
14.6
97
110.0
384
05-18-05 1
Lot 14 A Front
1001
109.0
10.6
99
1'10.0
385
05-1.8-05
Lot 1.1 A Front
997.5
105.6
11.3
96
.110.0
386
05-18-05 I
Lot 11 A Front
999
107.0
10.6
97
110,0
387
05-18-05 1
Lot 17 A luck
9985
104.06 �
9.9
95
110,0
388
05-18-05 j
Lot 17 A Back
1000.5
104.4
16.3
95
110.0
389
05-18-05 ;
Lot 18 A Back
999.0
106.6
8.0
97
110.0
390
05-18-05 !
Lot 18 A Back
999.5
'100,6
16,4
94
110.0
391
05-18-05
Lot 19 A Back
997.5
103.6
15.3
94
110.0
392
05-1&05 I
l,ot 1.9 A Back
999.5
101.1
15.0
92
110.0
393
05-18-05
Lot 20 A Back
998.0
107.2
1.1.9
97
110.0
394
05-18-05
Lot 20 A Back
1000
107.5
9.7
98
110.0
395
05-18-05
Lot 17 A Front
997.5
1.06.4
14.4
97 I
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density % Moisture I Relative Maximum
In Place In Place I Comvaction I Density
396
05-18-05
Lot 17 A Front
397
05-18-05
Lot 8 A Front
398
05-18-05
Lot 8 A Front
399 ;
05-19-05
Lott A Front
400
05-19-05
Lot 1 A Front
401
05-19-05
Lot 105 Back
402
05-19-05
Lot 104 Back
403
05-19-05
Lot 103 Back
404 '
: 05-19-05
Lot 105 Center
405 ;
05-19-05 ;
Lot 104 Center
406 I
05-19-05
Lot 103 Center
407
05-19-05
Lott A Front
408
I
05-19-05
Lott A Front
409
05-20-05
Lot 22 A Back
410 i
05-20-05
Lot 23 A Back .
411
05-20-05
Lot 18 A Front
412
05-20-05
Lot 22 A Front
413
05-20-05
1 Lot 22 A Front
414
05-20-05
Lot 23 A Front
415 I
05-20-05
Lot 25 A Back
416
05-20-05
Lot 26 A.Back
417 I
05-20-05
Lot 22 Center
418
05-20-05
Lot 23 Center
419
05-23-05
Lot 102 B Back
420
05-23-05
Lot 103 B Back
421
05-23-05
Lot 104 B Back
422
05-23-05
Lot 105 B.Back
423 I
05-23-05
Lot 54 A Front
424 I
05-23-05
Lot 54 A Front
425 I
05-23-05
Lot 54 A Back
426
05-23-05
Lot 54 A Back
427
05-23-05
Lot 53 A Back
428
05-23-05
Lot 53 A Back
429
05-23-05
Lot 54 A Front
430
05-23-05
Lot 54 A Front
431
05-23-05
Lot 53 A Front
432
05-23=05
Lot 53 A Front
433
05-23-05
Lot 52 A Front
434
05-23-05
Lot 52 A Front
DATE: March 2, 2006
999.5
102.4
11.8
997
105.4
14.0
998.5
103.9
13.3 i
996
104.7
15.9
998
1.04.8
1.1..6
983
104.1
16.9
982
105.0 1
8.9
982
105.7
13.0
983
103.2
11.8
982
102.9
10.1
982
104.1
10.8
997
105.4
16.9
9985
104.0
14.2
1.001
106.8
15.2
1001
105.1
13.7
998
107.7
9.6
998.5
j 104.5
14.5
1001
94.1 I
20.1
1001
95.3 I
19.4
1001
97.2 j
21.4
1001.5
96.5 I
18.4
995.5
102.4
'106.2
1000
103.6 I
15.6
983
101.5
14.8
984
105.6 I
13.4
984
106.1 j
12.3
984
102.7 I
20.4
1001
108.1 I
13.9
1002
104.0
12.8
1000.5
103.3
14.1
1001.5
104.5 I
13.2
998.5
104.1
11.6
1000.5
102.9
12.0
1000
109.7
7.5
•1001.5
101.9
11.0
.1000
102.5
16.6
1001.5
101.0
12.9
998
108.1 I
13.2
1000
100.3
11.6
93 110.0
96' 110.0
94 110.0
95 110.0
95 110.0
95 110.0
95 110.0
95 110.0
95 110.0
94 i 110.0
95 ! 110.0
96 110.0
95 11.0.0
97 110.0
95 110.0
98 110.0
95 110.0
86* 110.0
87* 110.0
88* I 110.0
80* i 110.0
93 I 110.0
94 i 110.0
92 '110.0
96 110.0
96 110.0
93 110.0
98 110.0
94 110.0
94 1.1.0.0
95 1.10.0
95 110.0
93 110.0
93 112.0
91 112.0
91 110.0
90 112.0
96 112.0
90 112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Tcst No. Date Tested Location Elevation I Dry Density I % Moisture` Relative I Maximum
in Place In Place I Compaction Density
435
436
437
438
439
440
441
442
443
444
445
4.46
447
448
449'
450
451
452
453
454
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-24-05
05-24-05
05-24-05
05-24-05
05-24-05
05-24-05
05-24-05
05-24-05
05-24-05
05-24-05
05-24-05
05-24-05
05-24-05
05-24-05
Retest # 413
Lot 22 A Front
Retest 11414
Lot 23 A Front
Retest # 415
Lot 25 A back
Lot 52 A Back
Lot 51 A Back
Lot 52 A Center
Lot 51 A Center
Lot 104 B Front
Lot 103 B Front
Lot 103 B Front
Lot 102 B Front
Lot 102 B Front
Lot 101 B Front
Lot 101 B Front
Lot 103 B Ccntcr
Lot 102 R Center
Lot 101 B Center
455
05-25-05
Tot 50 A Front
456
05-25-05 i
Lot 50 A Front
457
05-25.05
Lot 51 A Front
458 i
05-25-05 j
Lot 51 A Front
459
05-25-05
Retest # 416
.460
05-25-05
I.,ot 26 A Front
461.
05-25-05
Lot 27 A Front
462
05-25-05 1
Lot 27 A Front
463
05-25-05
Lot 1 B Back
.464 !
05-25-05 1
Lot '1 8 Back
465 j
05-25-05 I
Lot 1 B Front
466 i
05-25-05 i
Lot 2 B Front
467 I
05-25-05 I
Lot 2 B Back
468 I
05-25-05
Lot 51 A Front
469
05-25-05
Lot 51 A Center
470
05-25-05
Lot 50 A Front
471
05.25-05
Lot 50 A Front
472
05-25-05
Lot 49 A Front
473
05-25-05
Lot 49 A Front
474
05-25-05
Lot 51 A Back
DATE: March 2, 2006
Sladden .Engineering
j
104.7
14.2
93**
I 112.0
1003
106.3
14.0
95
1'12.0
101.9
17.2
91**
112.0
1003 '
103.9
18.0
93
1.12.0
108.5
7.8 !
97"*
112.0
100].
1.00.9
22.1. I
90
112.0
997.5
109.3
9.5
98
112.0
995
108.7
8.8
97
112.0
997
105.1
1 9.9
94
112.0
995
103.8
10.6
93
112.0
983
1.03.9
:1.:1..4
93
112.0
983
106.2
1 .8.1
96
i 110.0
984.5
108.3
7.7
97
112.0
982
100.8
11.9
92
I 11.0.0
983.5 !
101.9
13.1
93
110.0
981.5
99.9
16.5
91
110.0
983
106.1
8.1
95
112,0
984
103.3
9.4
92
I 112.0
984 I
105.8
10.1
94
I 112.0
982.5
102.4
8.8
93
110.0
996 i
100.4
16.8 i
91
110.0
997
102.5
13.3 1
93
110.0
1000
1.04.4
1.4.8
95
110.0
1000.5
106.1
12.9
96
I 110.0
94.3
22.1" '
86**
110.0
999.5
95.6
18.4*
82*
110.0
996
101.3
16.6 I
92
110.0
998
103.1
14.0
94
110.0
1005
106.2
1.0.9
95
I 112.0
1007
107.6
7.0 I
96
112.0
1.005 i
105.1
13.4
94
I 112.0
1005.5
105.9
16.9 I
95
i 112.0
.1005
102.0
17.1
93
110.0
1001
100.2
1.6.3
91
! 110.0
1001.5
108.7
6.4
97
I 112.0
996
107.8
9.7
98
110.0
998
103.2
13.0
94
110.0
994.5
105.1
13.2
95
110.0
996.5
104.5
12.1
95
110.0
997
101.0
15.1
92
110.0
DATE: March 2, 2006
Sladden .Engineering
j
TEST_RESU:LTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No.I Date Tested I Location Elevation I Dry Density % Moisture Relative Maximum
In Place I in Place I Comoaction I Density
475
05-25-05
Lot 51 A Back
999
102.6
12.1
93
I 110.0
476
05-25-05
Lot 27 A Back
998.5
107,1
6.8
96
112,0
477
05-25-05
Lot 27 A Back
990
102.1
11.9
93
'
110.0
478
05-25-05
Lot 28 A Back
'988
106,9
7.1
95
112.0
479
05-25-05
Lot 28 A Front
992
100.1
7.4
91
110.0
480
05-26-05
Lot 2 A Back
997
106.5
1 16.4
95
112.0
481
05-26-05
Lot -2 A Back
999
101.3
i 12.4
90
112.0
482
05-26-05
Lot -1 A Back
998
109.1
9.8
97
1012.0
483
05-26-05
I,ot '1 A Back
1000
1.0.4..2
12.1
93
112.0
484
05-26-05 I
Lot 47 A Back
991.5
104.0
10.6
93
112,0
485
05-26-05 i
Lot 48 A Back
995
106.2
6.3-
95
112.0
486
05-26-05 '
Lot 49 A Back
995
108.9
13.0
97
1.12.0
487
05-26-05
Lot 50 A Back
.996.5
109.4
12.3
98
112.0
488
05-26-05
Lot 47 Center
992
1 103.7
11,2
93
112.0
489
05-26-05
Lot 48 Center
994.5
1 102.9
8.9
92
112.0
490
05-26-05
Lot 49 Center
994
1.06.1
10.1
95
112.0
491
05-26-05 j
Lot 50 Center
995.5
104.0
9.3
93
112.0
492
05-27-05 i
Lot 31 A Back
994
100.7
10,0 j
90
j 1.12.0
493
05-27-05
Lot 34 A Front
993
109.4
6.2
98
i 112.0
494
05-27-05
Lot 33 A Front
993
107.6
11.8 ;
96
4f 112.0
495
05-27-05
Lot 32 A Front
992.5
103.9
8.3
93
I 112,0
496
05-27-05
Lot 31 A Front
994.5
101.3
9.1
90
I 112.0
497
05-27-05
Lot 31 A Center
992.5
102A
7.9 '
91
1.12.0
498
05-27-05
Lot 32 A Center
992
105.5
10.3 r
94
I 112,0
499
05-27-05
Lot 33 A Center
993
107.2
I 9.0 1
96
112.0
500 I
05=27-05
Lot 34 A Center
993
104A
'11.4 `
93
112.0
I
i
I
501 i
05-31-05
Lot 34 A Back
995
108.3
8.9
97
112.0
502 1
05-31-05
Lot 34 A Back
997
104.1
9.3 i
93
I 112.0
503
05-31-05
Lot 32 A Back
994.5
103.6
8.4 1
93
1 112.0
504 I
05-31-05
Lot 32 A Back
996.5
101.9
10.1
91
112.0
505
05-31-05
Lot 31 A Back
996
104.1
9.0
93
112.0
506
05-31-05
lot 31 A Back
997
105.3
'11.1
94
112.0
507
05-31-05
Lot 29 A Back
996
104.9
10.5
94
112.0
508
05-31-05
Lot 29 A Back
997
103.0
8.7
92
i 112.0
509
05-31-05
Lot 1 B Front
1007
105.4
13.3
94
11.2.0
510
05-31-05
Lot 1 B Back
'1007
102.1
16.5
91
112.0
511
05-31-05
Lot 5 B Back
997,5
104.8
14.1
94
( 112,0
512
05-31-05
Lot 5 B Back
999
101.6
10.9
93
I 112.0
513
05-31-05
Lot 33 A Center
994.5
108.4
8.6
97
112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California.
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density % Moisture Relative I Maximum
In Place I 1n Place I Compaction I Dcnsity
514 05-31-05
515 05-31-05
516 05-31-05
517 05-31-05
518 05-31-05
519 05-31-05
520 05-31-05
521 05-31-05
522 05-31-05
523 1 05-31-05
524 05-31-05
I
525 1
06-01-05
526 i
06-01-05
527
06-01-05
528
06-01-05
529 i
06-01.-05
530
06-01-05
531.
06-01-05
532 '
06-01-05
533 i
06-01-05
534
06-01-05
535
06-01-05
536
06-01-05
537
06-01-05
538
06-01-05
539
06-01-05
540
06-01-05
Lot 33 A Center
Lot 32 A Center
Lot 32 A Center
Lot 33 A Back
Lot 30 A Back
Lot 30 A Back
Lot 31 Center
Lot 2 B Back
Lot 2 B Front
Lot 6 B Back
Lot 6 B Back
Lot 34 A Back
Lot 33 A Back ,
Lot 32 A Back
Lot 34 A Back
Lot 34 A Back
Lot 33 A Back
Lot 33 A Back
Lot 32 A Back
Lot 32 A Back
Lot 48 A Back
Lot 48 A Back
Lot 48 A Front
Lot 50 A Front
Lot 33 A Center
I..ot 31 A Center
Lot 34 A Center
996
'994
996
'992
994
996
994.5
;1007
1007
.998
1000
991
991
990.5
993
994
993.5
99.4.5
993
994.5
997
999
992
994
993.5
994
994
541
06-02-05
Lot 34. A Front
995
542 1
06-02-05
I Lot 34 A Front
996.5
543
06-02-05
I Lot 31 A Front
996.5
544
06-02-05
i Lot 31 A Front
998
545
06-02-05
Lot 33 A Back
996.5
546
06-02-05
Lot 33 A Back
998
547
06-02-05
i Lot 31 A Back
998
548
06-02-05
Lot 31 A Back
+999.5
549
06-02-05
I Lot 33 A Front
993
550
06-02-05
j Lot 33 A Front
995
551
06-02-05
Lot 32 A Front
994
552
06-02-05
Lot 32 A Front
996
553
06-02-05
Lot 32 A Back
997.5
105.5
7.1
94
106.2
8,5
95
106.6
9.0
95
107.2
6.7
96
107.5
1 11.2
96
107.0
14,4
96
103.8
10.5
93
100.1.
1.6.8
91
105.7
13.7
94
107.6
5.3
96
105.9
8.7.
95
103.3
8.5
92
102.4
8.1
! 91
104.1
9.0
93
100.6
9.1
90
1.02.1.
8.3
91
103.7
10.6
93
10110
8.8
90
101.9
! 10.1
91
106.8
I 9.0
90
106.5
I 7.4
95
105.6
5.9
94
108.5
8.1
97
102,5
8.7
92
102.9
9.9
i 92
104.6
11,4
1 93
103.3
10.0
92
108.1
14.8
I 97
108.4
12.7
97
105.1
I 12.0
I 94
101.1
:13.2
j 90
106.3
1 11.5
95
102.8
13.1
92
107.6
j 12.8
96
108.2 j
13.0
97
109.9
! 10.7
98
103.3
1 11.4
92
101.4
j 15.7
91
106.5
6.8
95
106.0
j 12.2
95
1'12.0
112.0
112.0
112.0
112.0
112.0
112,0
110.0
11.2.0
112.0
11.2.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
DATE: March 2, 2006
SIadden Engineering
i
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.I Date Tested Location Elevation I Dry Density I % Moisture I Relative I Maximum
In Place In Place Comnaction Densitv
554
555
556
557
558
559
560
561
562
563
564
565
566
567
568
569
570
571
572
573
574
575
576
06-02-05
06-02-05
06-02-05
06-03-05
06-03-05
06-03-05
06-03-05
06-03-05
06-03-05
06-03-05
06-03-05
06-03-05
06-03-05
06-03-05
06-03-05
06-03-05
06-03-05
06-03-05
06-03-05
06-03-05
06-03-05
06-03-05
06-03-05
577
06-06-05
578
06-06-05
579
06-06-05
580 i
06-06-05,
581
06-06-05
582 i
06-06-05
583
06-06-05
584
06-06-05
585
06-06-05
586:
06-06-05
587 i
06-06-05
588 i
06-06-05
589,
06-06-05
590 i
06-06-05
591
06-06-05
592 I
06-06-05
593
06-06-05
DATE: March 2, 20C
Lot 32 A Back
Lot 34 A Back
Lot 34 A Back
Lot 47 A Back
Lot 47 A Front
Lot 46 A Front
Lot 46 A Hock
Lot 45 A Back
Lot 45 A Front
Lot 42 A Front
Lot 42 A Front
Lot 41 A Front
Lot 42 A Back
Lot 43 Back
Lot 44 A Back
Lot 44 A Front
Lot 41 A Front
Lot 42 A Front
Lot 41. A Flack
Lot 42 A Back
Lot 43 A Back
Lot 44 A Hack
Lot 44 A Front
Lot 41 Front
Lot 41 Front
Lot 41 Center
i,ot 43 Front
Lot 43 Front
Lot 43 Center
Lot 44 Front
Lot 44 Front
Lot 44 Center
Lot 43 Back
Lot 43 Center
Wt 41 Back
Lot 41 Back
Lot 41 Center
Lot 42 A Front
Lot 42 A Front
Lot 42 A Center
999
997
998
107.3
1.06.5
104.0
991 106.6
991 104.5
991.5 103.8
992 101.6
991.5 105.1
' 991.5 102.6
992 106.6
993 103.0
989 102.2
991 108.4
992 101,6
993 106.3
992 108.0
991 101.3
994 102.1
992 105.1
993 100,5
993.5 104.5
994 103.8
993.5 106.0
993 105.1
995 , 107.1
992.5 103.5
991 103.6
993 101.0
991.5 i 106.3
995 101.3
996 j 105.9
994 ' 104.0
995 1.05.2
994.5 107.2
994 109.0
996 101.5
994 103.3
993.5 108..4
994.5 I 103.0
994 101.4
10.6
13.6
10.5
9.9
11.3
10.1
13.9
8.3
12.2
10.5
9.1
6.3
9.7
16.5
6.7
6.0
17.0
14.8
14.5
1.6.0
17.1
15.9
15.3
14.9
12.6
11.8
1.7.6
17.2
12.7
18.3
14.2
13.1
1.5.5
12.6
13.9
14.2
10.9
15.8
14.4
16.6
96
95
93
95
93
93
91
94
92
95
92
91
97
91
95
96
90
91
94
90
93
93
95
94
96
92
93
90
95
90
95
93
94
96
97
91
92
97
92
91
112.0
112.0
112.0
112.0
112.0
112,0
112.0
112.0
112.0
i 112.0
112.0
112.0
-112.0
112.0
112.0
112.0
112.0
11.2.0
112.0
112.0
112.0
112.0
11.2.0
112.0
112.0
112.0
112.0
112.0
1.12.0
112.0
112.0
112.0
112.0
112.0
112,0
112.0
112.0
1.12.0
112.0
112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club -The Hideaway
LOCATTON: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density a o Moisture Relative Maximum
In Place In Place I Compaction I Densitv
594.
06-06-05
Lot 44 A Back
595
06-06-05
Lot 44 A Back
596
06-06-05
Lot 44 A Center.
597
06-06-05q
Lot 42 A Back
598
06-06-05
Lot 42 A Back
599 I
06-06-05
Lot 42 A Center
600 I
06-07-05
Lot 38 A Front
601
06-07-05
Lot 39 A Back
602
06-07-05
Lot 39 A Front
603
06-07-05
Lot 39 A Back
604
06-07-05
Lot 40 A Front'
605
06-07-05
Lot 40 A Back
606
06-07-05
Lot 40 A Front
607
06-07-05
Lot 40 A Back
608
06-07-05 i
No Test
609 j
06-07-05
No Test
610
06-07-05 I
Lot 40 A Back
611
06-07-05
Lot 40 A Back
612
06-07-05
Lot 39 A Back
613 i
06-07-05 i
Lot 39 A Back
614 I
06-07-05 i
Lot 38 A Back
615
06-07-05
Lot 38 A Back
616 I
06-07-05
Lot 37 A Back
617
06-07-05
Lot 37 A Back
618
06-07-05 j
Lot 36 A Back
619
06-07-05
Lot 36 A Back
620 I
06-07-05 i
Lot 36 A Front
621
06-07-05
Lot 36 A Front
622 '
06-07-05
Lot 36 A Center
623 j
06-07-05
Lot 37 A Front
624
06-07-05 I
Lot 37 A Center
625
06-07-05
Lot 38 A Front
626
06-07-05 I
Lot 38 A Front
627
06-07-05 i
Lot 38 A Center
628
06-07-05 I
Lot 39 A Front
629
06-07-05
Lot 39 A Front
630
06-07-05
Lot 39 A Center
631
06-07-05
Lot 40 Front
632 I
06-08-05
Retest a611
633 1
06-08-05
Retest k 631
DATE: March 2, 2006
994.5
995.5
995
993.5
994.5
994
101.8
103.7
106.6
106.3
102.7
104.6
991
103.4
991 I
105.3
990.5
101.4
991. I
1.04.0
'991 j
106.7
990.5 ;
102.2
992.5
105.4-
992
105.1
994
995
993.5
994.5
993.
994
993
994
993.5
994.5
993.5
995
993.5
994
993'
992.5
994
994
993
994.5
994
994
109.4
94.8
106.9
98.0
97.6
96.2
98.4
95.0
93.2 f
96.7
96.5
96.1
102.4
90.8 I
94.0
104.8
106.1
102.9
95.1
9.4..3
83.7
97.8
103.1
105.3
15.3
10.9
11.7
14.5
10.9
11.3
11.1
10.6
12.9
1.1..8
13.1
10.2
9.3
10.0
11.4
15.2
13.8
1.6.0
20.1
18.9
21.9
22.6
21.5
20.3
23.2
2'1.3
16.6
24.7
21.8
15.5
14.0
16.2
19.9
22.0
21.2
20.5
17.5
14.0
91
93
95
95
92
93
92
94
91
93
95
91
94
94
98
85*
90
88W
80*
86"
88"
85*
83"
86*
86"
86*
91
.81 "
84*
94
95
92
85*
84*
84*
87*
92**
94"
11.2.0
112.0
112.0
112.0
112.0
11.2.0
11.2.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
11.2.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
11.2.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, Califomia
PROJECT NO: 522-4810
REPORT N006-02-120
'fest No. I Date Tested Location Elevation I Dry Density I % MoistureI Relative I Maximum
In Place In Place Comnaction Density
634
06-08-05
Retest # 613
101.2
16.9
635
06-08-05
Retest # 628
104.1
15.3
636
06-08-05
Retest # 629
103.3
12.9
637
06-08-05
Retest # 630
106.0
14.8
638
06-08-05
Retest # 614
107.1
14.2
639
06-08-05
Retest # 615
i 103.6
13.9
640
06-08-05
Retest # 616
! 105.2
16.2
641
06-08-05
Retest # 617
97.6
18.6
642
06-08-05
Retest # 618
101.4
17.2
643
06-08-05
Rctcst # 61.9
97.0
24.2
644
06-08-05
Retest # 623
103.4
16.8
645 I
06-08-05 I
Retest # 624
102.2
18.0
646
06-08-05
Retest # 620
100.9
17.0
647 I
06-08-05
Retest # 621
101.6
16.5
6.4.8
06-08-05
Lot 7 B A Front
998
1.09.1.
1.3.5
649 !
06-08-05 I
Lot 7 B A Front
1000
1()2,0
18.1
650
06-08-05 !
Lot 6 B Back
998
103.2
14.4
651 I
06-08-05 E
Lot 6 B Back
1000
100.8
12.1
652 !
06-08-05
Lot 5 8 Front
1001
99.6
12.7
653 I
06-08-05 !
Lot 5 8 Front
1003
99.8
17.6
654
06-08-05
Lot 6 B Front
1002
1.01.3
11..0
655 I
06-08-05
Lot 6 B Front
1003
104.9
13.1
656 !
06-08-05
Lot 7 B Back
998
I 102.2
16.0
657
06-08-05
Lot 7 B Back
999
i 102.8
14.7
658
06-08-05
Lot 5 B Back
999.5
101.4
12.9
659
06-08-05
Lot 5 B Back
1000,5
; 1.00.1.
14.4
660
06-09-05
Lot 35 A Front
993 j
99.0
10.9
661 i
06-09-05
Lot 35 A Front
995
1.02.9
15.1
662
06-09-05
Lot 33 A Front
997
108.7
13.2
663 !
06-09-05
Lot 32 A Front
998
107.3
10.3
664:
06-09-05
Lot 30 A Front
993
i 1.01.2
15.2
665.
06-09-05
Lot 30 A Front
995
j 102.7
16.6
666 i
06-09-05
Lot 30 A Front
997
102.8
18.2
667
06-09-05
Lot 35 A Back
990
103.4
9.6
668 !
06-09-05
Lot 35 A Back
992
108.9
11.7
669 j
06-09-05
Lot 35 A Back
994
106.3
114.4
670
06-09-05
Lot 45 A Back
993.5
109.6
16.3
671 I
06-09-05
Lot 45 A Back
995.5
102.8
13.8
672
06-09-05
Lot 46 A Back
995
I 105.4
6.9
673
06-09-05 `
Lot 46 A Back
997
I 101.6
14.1
674
06-09-05 I
Lot 47 A Back
993
1 103.5
9.1
DATE: March 2, 2006
90** 112.0
93** 112.0
92** 112.0
95** 112.0
96** 11.2.0
93** 112.0
94*" 112.0
87* 112.0
91 ** 1.1.2.0
87* 112.0
92*" 112.0
91*'" 112.0
90** 112.0
91** 112.0
97 112.0
91 112.0
92 112.0
90 I 1.12.0
91 110.0
91 110.0
90 112.0
94 112.0
91 112.0
92 I 112.0
91 112.0
91. 110.0
90 110.0
92 112.0
97 112.0
96 112.0
92 110.0
92 j 112.0
92 11.2.0
92 112.0
97 112.0
95 112.0
98 112.0
92 112.0
94 112.0
91 112.0
92 112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation I Dry Density % Moisture I Relative I Maximum
In Place In Place Comnacdon Density
675
06-09-05
Lot 47 A Back
995
101.8
11.6
91
112.0
676
06-09-05
Lot 47 A Back
997
99.0
13.6
90
.110.0
677
06-09-05
Lot 31 A Front
999
104.5
13.8
93
112.0
678
06-09-05
Lot 30 A Back
998
108.0
12.9
96
112.0
679
06-09-05
Lot 30 A Back
7000
105.5
13.1
94
'112.0
680
06-09-05
Lot 50 A Back
PC
106.1
13.4
95
112.0
681
06-09-05
Lot 50'A Back
PG
102.9
11.3
94
110.0
682 I
06-10-05
Lot 44 A Back
996.5
! 102.3
9,9
93
110.0
683
06-10-05
Lot 45 A Back
;993.5
101.6 I
12.6 I
92
110.0
68.4. i
06-10-05
Lot 45 A Back
995.5
109.3 1
17.9
94
110.0
685
06-10-05
Lot 46 A Back
1.995
107.4
14.6. I
97
110.0
686 I
06-10-05
Lot 46 A Back
997
104.2
15.3
94
110.0
687
06-10-05
Lot 47 A Back
993
105.1
13.7
95
110.0
688
06-10-05
Lot 47 A flack
995
.103.6
1.5.6
94
110.0
689
06-10-05
Lot 47 A Back
997
1()2.4
16.2
93
110.0
690 I
06-10-05
Lot 49 A Back
997
103.9
8.6
94
110.0
691 i
06-10-05
Lot 49 A Back
999
107.7
13.7
98
1.1.0.0
692 ;
06-10-05
Lot 51 A Back
1001
109.2
9.2
99
110.0
693 !
06-10-05
I Lot 52 A Back
999
105.6
11.9
96
110.0
694
06-10-05
I Lot 52 A Back
1001
104.7
13.3
95
110.0
695 ;
06-10-05
Lot 53 A Back
1002 5
109.3
12.9 I
99
110.0
696
06-10-05
j Lot 54 A Back
1003.5
103.6 I
14.8
94
110.0
697
06-10-05(
Lot 3 A Back
998
I 707.9 I
13.1 I
98
110.0
698
06-10-05
Lot 36 A Back
996
103.2
8.9
93
710.0
699
06-1.0-05
Lot 45 A Front
993.5
99.5 i
14,9 i
90
110.0
700 i
06-10-05
I Lot 45 A Front
995.5
105.7 i
20.0
96
110.0
701 1
06-10-05
I Lot 46 A Front
993.5
j 1.02.3 I
11..4
93
110.0
702 ;
.06-10-05
Lot 46 A Front
996.5
i 99.5 i
1.9.3
90
110.0
703
06-10-05
': Lot 47 A Front
993
j 105.4
12.9
95
110.0
704:
06-10-05
Lot 47 A Front
995
i 107.1 i
14.6 i
97
110.0
705
06-10-05
Lot 47 A Front
997
1.01.6
1.3.9 i
92
110.0
706
06-10-05
Lot 48 A Front
994
109.3
15.0
99
110.0
707 !
06-10-05
I Lot 48 A Front
996
I 1 MA
11.4
96
11.0.0
708
06-10-05
Lot 48 A Front
998
101.6 I
10.2
92
110.0
709
06-10-05
! Lot 49 A Front
998.5
.103.0
16.1 j
93
110.0
710 i
06-10-05
; Lot 50 A Front
996
106.9
1.4.0
97
110.0
711
06-10-05
I Lot 50 A Front
998
106.1
13.5
96
110.0
712
06-10=05
1 Lot 50 A Front
1000
103.7
15.1 1
94
110.0
713
06-10-05
Lot 52 A Front
1002
106.3
15.3
96
110.0
714)
06-10-05
I Lot 53 A Front
1003.5
109.4
16.3
99
110.0
715 I
06-10-05
Lot 4.1 Front
PG
! 103.3
9.9
92
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 5224810
REPORT NO: 06-02-120
T.cst No. 1
Date'rested I
Location
Elevation
Dry Density
In Place
% Moisture I
In Place
Relative
Compaction
I Maximum
Density
716 I
06-10-05
Lot 41 Center
PC
102.7
9.1
93
110.0
717
06-10-05
Lot 41 Back
PG
104.5
16.5
95
110.0
718
06-10-05
Lot 42 Front
PG
105.3
16.1
95
110.0
719 I
06-10-05
Lot 42 Center
PG
104.3
16.6
94
110.0
720
06-10-05
Lot 42 Back
PC
103.4
11.1
94
110.0
721
06-10-05
Lot 43 Front
PG
106.6
14,1
97
110.0
722 I
06-10-05
Lot 43 Center
PG
103.0
12.5
93
110.0
723 I
06-10-05
Lot 43 Back
PC
107.9
10.9
98
1.10.0
724
06-10-05
Lot 4.4 Front
PG
103.1
13.3
93
110.0
725
06-10-05
Lot 44 Center
PC
104.7
16.1
95
110.0
726
06-10-05
Lot 44 sack
PG
101.3
10.7
92
110.0
727
06-13-05
Lot 21 A Front
1001.5
107.9
13.2
98
110.0
728
06-13-05
Lot 24 A Front
1001
104.0
17.0
94
110.0
729
06.13-05
Lot 24. A Front
1003
104.8
14.1
95
110.0
730
06-13-05
Lot 25 A Front
'1001
106.9
11.3
97
110,0
731
06-13-05
Lot 25 A Front
1003
105.3
16.1
95
110.0
732
06-13-05
Lot 26 A Front
1001
108.0
15.5
98
110.0
733
06-13-05
Lot 26 A Front
1003
109.7
16.0
99
110.0
734
06-13-05
Lot 27 A Front
1000
109.0
13.8
99
110.0
735
06-13-05
Lot 27 A front
1002
108.6
15.1
99
110.0
736:
06-13-05
Lot 28 A Front
994
102.0
12.0
93
110.0
737 1
06-13-05
Lot 28 A Front
996
I 106.8
18.3
97
110.0
738
06-13-05
Lot 29 A Front
998
1 103.0
16.0
94
110.0
739
06-13-05 '
. Lot 38 A Front
993
107.1
9.6
97
110.0
740
06-13-05
I Lot 38 A Front
995
106.3
15.7
96
110.0
741 I
06-13-05
I Lot 40 A Front
996
108.6
17.1
99
110.0
742
06-13-05
Lot 43 A Front
995
103.0
I 9.5.
94
110.0
743 ':
06-13-05
1 Lot 54 A Front
1003.5
100.6
18,8
91
110.0
744.
06-13-05
I Lot 49 A Center
998.5
101.0
1 14.7
92
1.10.0
745 i
06-13-05
I Lot 23 A Back
1003
104.6
14.6
I
95
; 110.0
746 i
06-13-05
Lot 24 A Back
999.3
109.3
15.4
99
110.0
747
06-13-05
Lot 24 A Back
1001.5
108.1
9.3
i 98
i 1.10.0
748 I
06-13-05
Lot 24 A Back
1003.5
101.4
9.9
i 92
110.0
749
06-13-05
Lot 25 A Back.
1003
109.7
14.1
99
110.0
750
06-13-05
Lot 26 A Back
1003
107.8
17.7
I 98
110.0
751
06-13-05
Lot 27 A Back
992
102.7
11.8
( 93
110.0
752
06-13-05
Lot 27 A Back
994
107.0
11.3.
97
110.0
753
06-13-05
Lot 27 A Back
996
106.1
13.6
96
110.0
754
06-13-05
Lot 28 A Back
990
102.5
13.3
93
110.0
755 I
06-13-05
Lot 28 A Back
992,
106.6
11.2
97
1.10.0
756 j
06-13-05
Lot 28 A Rack
994
, 103.6
12.8
94
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 5224810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Date TestedI Location Elevation DryDensiry j % Moisture I Relative I Maximum
In Place I In Place Compaction Densitv
757
06-13-05
Lot 29 A Back
758
06-13-05
Lot 29 A Back
759 I
06-14-05-
Lot 50 A Back
760
06-14-05
Lot 50 A Back
761 I
06-14-05
Lot 27 A Back
762
06-1.4-05
Lot 27 A Back
763
06-14-05
Lot 28 A Back
76.4
06-14-05
Lot 28 A Back
765
06-14-05 I
Lot 28 A Back.
766
06-14.-05 j
Lot 28 A Front
767
06-14-05
Lot 30 A. Front
768
06-14-05
Lot 54 A Front
769
06-14-05
Lot 54 A Center
770 j
06-14-05
Lot 54 A Back
771
06-14-05
Lot 53 A Front
772 i
06-14-05
Lot 53 A Center
773 I
06-14-05
Lot 53 A Back
774
06-14-05
Lot 52 A Front
775
06-14-05
Lot 52 A Center
776
06-14-05
Lot 52 A Back _
777- '
06-14-05
Lot 51 A Front
778:
06-14-05
Lot 51 A Center
779
06-14-05
Lot 51 A Back
780
06-14-05
Lot 50 A Front
781
06-14-05 j
Lot 50 A Center
782
06-14-05 i
Lot 50 A Back
783
06-14-05
Lot 99 A Front
784
06-14-05
Lot 99 A Back
785
06-14-05 I
Lot 99 A Center
786
06-14-05 I
Lot 98 A Front
787
06-14-05
Lot 98 A Back
788
06-14-05
'Lot 98 A Center
I
789 !
06-15-05
Retest # 780
790 !
06-15-05 I
Retest # 782
791 i
06-15-05
Retest # 781 '
792 '
06-15-05
Lot 47 A Front
793 !
06-15-05
Lot 47 A Back
794 i
06-15-05 i
Lot 47 A Center
795 !
06-15-05 f
Lot 46 A Front
796 i
06-15-05 I
Lot 46 A Back
DATE: March 2, 2006
999
1001
998.5
100.0
998
100.0
996
998
1000
998
999
PG
. PC
PG
PG
PG
PG
PC
PC
PG
PC
.PG
PG
PC
PG
PG
PG
PG
PC
PG
PG
FG'
PG
PG
PC
PG
PC
102.5 9.7
108.3 14.8
104.4 13.3
102.8 12.6
105.0 20.0
104.2 16.7
101.5 11.2
108.7 15.0
105.4 14.2
105.3 17.1
102.1 13.3
99.2. 11.5
100.5 8.3
105.9 9.4
105.5 10.3
106.1 7.7
99.1 9.3
103.0 13.7
1.09.3 12.8
104.4 I 11.1
101.4 12.3
100.2 9.5
101.6 10.3
91.4 10.2
92.8 9.5
94.4 8.8
101.2 9.3
103.3 12,2
102.6 11.6
99.6 8.6•
103.1 I 11.2
107.0 I 10.5
98.9 I 12.9
100.2 12.5
101.9 10.4
102.1 9.1
99.7 8.8
103.6 9.2
100.0 9.1
102.8 10.7
93 110.0
98 110.0
94 110.0
97 110.0
95 110.0
95 110.0
92 110.0
99 110.0
96 110.0
95 110.0
93 1.1.0.0
90 110.0
91 1.10.0
96 110.0
96 110.0
96 110.0
90 110.0
94 110.0
99 110,0
95 110.0
92 110.0
91 110,0
92 110.0
83* i 110.0
84.* I 110.0
86* 110,0
92 110.0
94. 110.0
93 110.0
90 110.0
93 110.0
97 110.0
90'x* 110.0
91** 1.1.0.0
92" 110.0
93 110.0
91 110.0
94 110.0
91 110.0
93 110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 5224810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No.i Date Tested Location Elevation I Dry Density % Moisture Relative I Maximum
i In Place In Place Comr)action Density
797
06-15-05
Lot 46 A Center
PG
105.4
8.9
96
110.0
798
06-15-05
Lot 45 A Front
PG
1.09.2
12.2
99
110.0
799
06-15-05
Lot 45 A Back
PG
104.1
11.1
95
11.0.0
800
06-15-05
Lot 45 A Center
PC
106.8
11.3
97
110.0
801.
06-15-05
Lot 41 A Front
PG
101.3
12.1
92
110.0
802
06-15-05
Lot 41 A Back
PG
106.2
13.3
96
110.0
803
06-15-05
Lot 41 A Center
PG
102.9
17.1
93
110.0
804
06-16-05
Lot 25 A Front
PG
107.9
13.4
98
110.0
805
06-16-05
Lot 25 A Center
PC
102.8
11.5
93
110.0
806
06-16-05
Lot 25 A Back
PG
1.07.1
13.2
97
110.0
807
06-16-05
Lot 26 A Front
PG
100.3
18.1
91
110.0
808
06-1.6-05
Lot 26 A Center
PG
100.4
12.4
91
110.0
809
06-16-05
Lot 26 A Back
PG
108.3
12,5
I 98
110.0
810
06-1.6-05
i Lot 27 A Front
PG
106.4
16.9
i 97
110.0
811
06-16-05
Lot 27 A Center
PG
1.01.2
13.9
92
110.0
812 I
06-16-05
Lot 27 A Back
PG
99.4
1 11.2
90
110.0
813
06-17-05
Lot 28 A Front
PG
103.3
I 13,7
94
1.10.0
814
06-17-05
Lot 28 A Center
PC
1 103.7
18.1
94
j 110.0
815
06-17-05
Lot 28 A Back
PG
i 102.5
12.9
93
110.0
816 1
06-17-05
I Lot 29 A Front
PC
103.7
10.4
94
110.0
817
06-1.7-05
Lot 29'A Center
PG
104.2
15.1
95
� 110.0
818
I
06-17-05
1 Lot 29 A Back
PG
100.0
10.9
91
! 110.0
819
06-17-05
! Lot 30 A Front
PC
107.2
13.9
97
j 110.0
.820
06-1.7-05
Lot 30 A Center
PG
109.9
10.7
99
( 110.0
821
06-17-05.
Lot 30 A Back
PC
108.5
12.1
98
( 110.0
822
06-17-05
i Lot 31 A Front
PC
106.4
11.1
96
I 110.0
823 ,
06-17-05
Lot 31 A Center
PC
109.31
15.0
99
110.0
824 !
06-17-05
Lot 31 A Back
PC
106.9
9.1
97
i 110.0
825
06-17-05
Lot 55 A Back
989
100.1
8.8
91
i 110,0
826 i
06-17-05
Lot 56 A Back
988
99.5
9.0
90
110.0
827
06-17-05
Lot 57 A Back
989
99.0
11.2
90
110.0
828
06-17-05
Lot 58 A Rack
989.5
102.8
7.9
93
' 110.0
829 i
06-17-05
Lot 55 A Front
989
103.0
17.1
94
110.0
830'1
06-17-05
Lot 56 A Front
988
104.1
9.4
95
110.0
821 1
06-17-05
Lot 57 A Front
989
94.1
12.9
85"
110.0
832 !�
06-17-05
Lot 58 A Front
989.5
105.6
7.8
96
110.0
833
06-17-05
Lot 59 A Front
990
93.1
11.5
85"'
110.0
834
06-20-05
Lot 55 A Front
991
102.8 '
13.1
92
112.0
835
06-20-05
Lot 55 A Front
993
103.9
8.6
93
112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.I bate Tested I Location Elevation I Dry Dcnsity I % Moisture I Relative Maximum
In Place f In Place Compaction Densitv
836 06-20-05
837 06-20-05
838 06-20-05
839 06-20-05
840 06-20-05
841 06-20-05
842 06-20-05
843 06-20-05
844 06-20-05
845 06-20-05
846 06-20-05
847 06-20-05
848 06-20-05
849 06-20-05
850 i 06-20-05
851 i 06-20-05
852 06-20-05
853 i 06-20-05
854 06-20-05
855 06-21.-05
856 06-21-05
857 06-21-05
858. 06-21-05
859 i 06-21-05
860 06-21-05
861 06-21-05
862 i 06-21-05
863 06.21-05
864 06-21-05
865 06-21-05
866 i 06-21-05
867 ' 06-21-05
868 ; 06-21-05
869 I 06-21-05
870 06-21-05
871 06-21-05
872 I 06-21-05
873 06-21-05
874 j 06-21-05
875 06-21-05
876 06-21-05
DATE. March 2, 2006
Lot 56 A Front
Lot 56 A Front
Retest # 821 & 833
Lot 57 A Front
Lot 55 A Back
Lot 55 A Back
Lot 56 A Back
Lot 56 A Back
Lot 57 A Back
Lot 57 A Back
Lot 32 A Front
Lot 32 A Center
Lot 32 A Back
Lot 33 A Front
Lot 33 A Center
Lot 33 A Back
Lot 55 A Center
Lot 56 A Center
Lot 57 A Center
Lot 13 A Front
Lot 13 A Front
Lot 13 A Back
Lot 13 A Back
Lot 13 A Center
Lot 1.3 A Center.
Lot 12 A Front
1,ot 12 A Front
Lot 12 A Back
Lot 12 A Back
Lot 56 A Back
Lot 58 A flack
Lot 34 A Front
Lot 34 A Center
Lot 34 A Back
Lot 35 A Front
Lot 35 A Back
Lot 35 A Center
Lot 36 A Front
Lot 36 A Back
Lot 36 A Center
i,ot 55 A Back
990
991.5
992.5
991
992
990
991.5
991
992.5
PG
PG
PC
PG
PC
PC
991
990
991
1004.5
1006
1004.5
1006
'1004.5
1006
1006.5
1.008
1006.5
1008
993.5
991.5
PG
PC
PG
PG
PC
PG
PG
PG
PG
994
101.4
9.3
100.8
10.3
104.3
14.1
101.5
11.0
104.3
10.9
105.1
8.8
103.0
15.0
102.4
9.8
105.3
11.4
102.2
9.2
103.8
8.8
109.3
10.0
106.3
11.2
107.8
11.5
108.6
12.0
107.1
9.8
104.4
10.9
102.0
11.5
105.1
9.4
91
90
93**
91
93
94
92
91
94
91
93
98
95
96
97
96
93
91
94'
100.9
I 12.1
I 92
104.3
1 10.9
JI 95
102.8
11.0
j 93
103.4 `
9.1
1 94
105.9
f 9.3
f 96
101.4
12.5
92
101.1
7.6
I 92
94.4
9.9
I 86*
100.1
10.2
i 91
103.3
8.7
94
104.7
15.2
I 93
106.4
14.4
i 95.
107.0
8.5
I 96
105.3
9.6
94
108.4
8.9
97
99.8
10.7
91
106.7
9.0
95
104.5
9.9
93
100.6
9.1
91
105.3
10.7
94
102.4
8.0
91
103.5
13.3
92
112.0
112.0
112.0
112.0-
112.0
112.0
112.0
112,0
112:0
112.0
112.0
112.0
112.0 .
112.0
112.0
112.0
112.0
112.0
112.0
110.0
110.0
110.0
110.0
110.0
110.0
1.10.0
110.0
110.0
110.0
1.12.0
112.0
1.12.0
112.0
112.0
110.0
112.0
112.0
110.0
112.0
112.0
117.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California - REPORT NO: 06-02-120
Test No.I Date Tested I Location Elevation Dry Density I % Moisture Relative I Maximum
J In Placc In Place Compaction Densitv
877 06-21-05
Lot 57 A Back 994.5
101.4
10.9
92
110.0
878 06-21-05
Lot 55 A Center 993.5
105.0
8.7
94
112.0
879 06-21-05
Lot 57 A Center 994
103.1
7.9
92
112.0
880 06-22-05
Lot 60 A Front 990.5
93.7
8.4
85*
110.0
881 06-22-05
Lot 60 A Front 992
103.1.
10.6
94
110.0
$82 06-22-05
Lot 59 A Front 990.5
102.1
11.3
93
110.0
883 06-22-05
Lot 58 A Front 991.5
1 100.6
7.1
91
110.0
884. 06-22-05
Lot 57 A Front 994
104.5
8.8
95
110.0
885 , 06-22-05
Lot 57 A Front 995
1.04.1
8.2
, 95
110.0
886 06-22-05
Lot 56 A Front 990
106.2
10.1
97
110.0
887 06-22-05
1 Lot 56 A Front 991.5
102.7
7.9
93
110.0
888 06-22-05
Lot 55 A Front 991
103.8
9.0
94
110.0
889 06-22-05
I
Lot 55 A Front 992.5
103.1.
7.8
94
110.0
890 06-23-05
Lot 60 A Center 993
104.1
13.4
93
112.0
891 06-23-05
Lot 59 A Center 991.5
106.9
11.8
95
112.0
892 1 06-23-05
Lot 57 A Center 994
103.0
14.0
92
112.0
893 06-23-05
Lot 56 A Front 993
101.8
10.5
91
112.0
894 1 06-23-05
Lot 56 A Front .994.5
101.4
10.1
91 !
110.0
$95 06-23-05
Lot 55 A Front 994
104.8
14.0
94 j
112.0
896 06-23-05
Lot 55 A Front 995
102.0
11.9I
91
112.0
897 06-23-05
Lot 55 A Back 995
107.1
10.4
96
112.0
898 1 06-23-05
Lot 55 A Back 996
104.4
8.7
1 93
112.0
899 06-23-05
Lot 56 A Back 994.5 i
106.0
1.1..5
95
112.0
900 06-23-05
! Lot 56 A Back 996 I
103.2
I 11.1
92
112.0
901 06-23-05
I Lot 56 A Center 994 I
107.3
I 8.8
96
112.0
902 i 06-23-05
Lot 55 A Center 995 (
104.5
i 9.0
93
1.12.0
903.: 06-23-05
Lot 37 A Front PC
105.1
' 8.3
94 •
112.0
904 06-23-05
Lot 37 A Back PC
102.2
9.4
91
112.0
905 06-23-05
Lot 37 A Center PC
103.6
9.1
93
112.0
906 06-23-05
Lot 38 A Front PC
103.9
8.5
93
112.0
907 06-23-05
Lot 38 A Hack PC
'106.5
10.4
95
112.0
908 06-23-05
Lot 38 A Center PC
104.7
9.9
93
112.0
909 06-23-05
Lot 39 A Front PC
101..9
10.6
91
112.0
916 06-23-05
Lot 39 A Back PC
105.3
10.2
94
112.0
911 I 06-23-05
I
Lot 39 A Center PC I
104.0
7.9
93
112.0
912 06-24-05
Lot 30 B Center 989.5
102.6
8.3
93
110.0
913 06-24-05
Lot 30 B Center 991 I
101.41
9.9
92
11.0.0
914 06-24-05
Lot 31 B Front 989.5 I
94.9
10.1
93
102.0
915 06-24-05
Lot 31 B Front 991
103.5
113
i 94
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.(
Date Tested
Location Elevation
Dry Density
In Place
% Moisture
I In Place
Relative
Compaction
! Maximum
Densi
916
06-24-05 Lot 32 8 Front 990
96.2
8.3
94
102.0
917
06-24-05 Lot 32 B Front 991.5
104.1
10.6
95
110.0
918
I 06-24-05 Lot 33 B Front 989
101.8
12.1
93
110.0
919
06-24-05 Lot 33 B Front 991
104,7
9.0
95
110.0
920
i 06-24-05 Lot 34 B Front .988
100.8
10.3.
92
110,0
921
` 06-24-05 Lot 34 B Front : 989
10511
8.1
96
110.0
922
06-24-05 Lot 30 B Back ' 990
100.5
9.5
91
110.0
923
06-24-05 Lot 30 B Back 991
101.6
8.3
92
110.0
924
06-24-05 Lot 31 B Back 990
97.3
10.1
95
1.02.0
925
06-24-05 Lot 32 8 Back 990
1.01.'..4..
1.1.5
92
110.0
926
06-24-05 I Lot 33 B Back 990
96.2
8.9
94
102.0
927
06-24-05 j Lot 3013 Center 1991.5
103.6
10.4
94
110.0
928
06-24-05 Lot 31 B Center ; 990.5
106.7
I 12.9
i 97
.11010
929
06-24-05 ( Lot 32 B Center 1991.5
1.04.4
I 1.1..3
� 95
110.0
930
06-24-05 Lot 33 B Center 992
107.1
9.9
97
1.1.0.0
931
06-24-05 I Lot 34 B Center 991
103.3
10.4
i 97
110.0
932
06-27-05 Lot 33 B Back 991.5
100.2
11.2
91
11.0.0
933
06-27-05 Lot 33 8 Back 993
93.1
12.8
91
102.0
934.
06-27-05 Lot 55 A Front 997
106.2
16.7
95
112.0
935
06-27-05 Lot 55 A Front 999
99.2
13.9
90
1.1.0,0
936
06-27-05 Lot 56 A Front 997
1.02.4
1.0.5
93
110.0
937
06-27-05 Lot 56 A Front 999
102.0
13.7
93
110.0
938
06-27-05 I Lot 57 A Front 995
100.9
15.3
92
110.0
939
06-27-05 Lot 57 A Front 996
99.2
9.6
90
1.10.0
940
06-27-05 Lot 58 A Front 991
i 105.5
I 10.1
94
i 112.0
941
06-27-05 Lot 59 A Front ' 991.5
106.1
11.3
95
I 112.0
942
06-27-05 Lot 55 A Back 997
I 99.6
16.8
91
110.0
9.43
06-27-05 Lot 55 A Back 999
99.2
9.3
90
1.1.0.0
944
06-27-05 I Lot 56 A Back 997
1.06.4
11.7
95
112.0
945
I 06-27-05 Lot 57 A Back 992
109.5
15.8
98
.112.0
946
06-27-05 Lot 57 A Back 994
104.8
16.0
94
11.2.0
947
06-27-05 j Lot 59 A Back 991.5
103.0
9.7
94
110.0
948
06-27-05 Lot 59 A Back ; 993.5
102.4
15.9
93
110.0
949
06-27-05 Lot 31 B Back 991,5
106.3
11.4
97
110.0
950
06-27-05 Lot 31 B Back 993
102.9
9.9
92
112.0
951
06-27-05 Lot 32 8 Back -991.5
96.8
12.8
95
102.0
952
06-27-05 Lot 32 B Back - 993
99.2
8,7
90
110.0
953
06-27-05 Retest # 880
101.5
7.6
92"
110.0
954
06-27-05 Lot 60 A Front '990.5
101.0
8.3
92
110.0
955
06-27-05 Lot 58 A Back 992.5
104.8
13.1
94
112.0
956
06-27-05 Lot 58 A Back 994
106.1
11.6
95
112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
'fest No.
I Date Tested
I Location Elevation
I Dry Dewity
In Place
! % Moisture
I In Place
I Relative
l Compaction
I Maximum
Density
957 06-27-05
Lot 60 A Back 990
103.4
9.9
92
112.0
958 j 06-27-05
Lot 60 A Back 992
102.2
10.4
91
112.0
959 06-28-05
Lot 58 A Front 993
103.7
15.1
94
11.0.0
960 I 06-28-05
Lot 58 A Front 994.5
102.6
12.3
93
110.0
961 ; 06-28-05
Lot 55 A Back 1001
100.9
9.3
I 92
110.0
962 I 06-28-05
Lot 55 A Back 1002
I 101.5
10.6
93
110.0
963 ' 06-28-05
Lot 55 A Front ' 1000
i 104.7
13.8
95
110.0
964 06-28-05
Lot 55 A Front 1001
104.1
12.7
95
110.0
965 06-28-05
Lot 56 A Front 1000
106.8
14..5
97
110.0
966 I 06-28-05
Lot 56 A Front 1001
103.4
11.9
94
110.0
967 06-28-05
Lot 56 A Back 999
105.5
15.3
96
110.0
968 I 06-28-05
Lot 56 A Back 1000.5
102.9
13.1
94
I 110.0
969 I 06-28-05
Retest a 862
103.4
i 9.8
94""
110.0
970 ' 06-28-05
Lot 15 A Front 1002
1.06.1.
1.0.5
96
i 110.0
971 06-28-05
Lot 15 A Back 1002
104.3
11.6
95
j 110.0
972 j 06-28-05
Lot 16 A Front 1001.
1.05.5
8.3
96
i 110.0
973 06-28-05
Lot 57 A Front 998
101.9
13.1
95
11.0.0
974 I 06-28-05
Lot 57 A Front 999.5
103.0
10.2
94
I 110.0
975 06-28-05
Lot 57 A Back 996
103.9
1.1.4
94
1 110.0
976 06-28-05
Lot 57 A Back 997.5
105.4
I 9.9
96
I 110.0
977 06-28-05
Lot 58 A Front 993
106.6
10.7
97
I 110.0
978 ! 06-28-05
Lot 58 A Front 995
104.0
8.4
95
1.1.0.0
979 06-28-05
Lot 58 A Back 996
101.3
9.9
92
110.0
980 I 06-28-05
Lot 58 A Back - 997.5
100.9
'10.3
92
1.10.0
981 06-28-05
Lot 59 A Front 993.5
107.1
10.5
96
112.0
982 . I 06-28-05
I Lot 59 A Front 995
105.6
8.8
94
112.0
983 06-28-05
Lot 59 A Back 995
102.2
I 13.1
93
' 110.0
984 06-28-05
Lot 59 A Back 996.5
103.4
11.4
94
I 110.0
985 06-29-05
Lot 55 A Front 1002
102.0
16.3
I 93
I 110.0
986 ', 06-29-05
1'ot 55 A Front 1003.5
101.2
16.5
92
110.0
987 06-29-05
Lot 56 A Front 3001.5
103.1
11.9
I 94
110.0
988 i 06-29-05
Lot 56 A Front ' 1002.5
164.4
11.4
I 95
I 110.0
989 06-29-05
Lot 55 A. Back 1002.5
106.1
10.2
95
112.0
990 06-29-05
Lot 55 A Back .1.003.5
103.4
1.3.4
I 94
110.0
991 06-29-05
Lot 56 A Back 1001.5
103.6
� 9.1
94
110.0
992 06-29-05
Lot 56 A Back 1.002.5
1.05.5
I 8.4
96
110.0
993 06-29-05
Lot 57 A Front 1000.5
107.4
13.4
96
112.0
994 06-29-05
Lot 57 A Front 1001.5
106.2
14.5
95
112.0
995 06-29-05
Lot 57 A Back 999
99.1
I 17.1
I 90
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. I Date Tested Location Elevation Dry Density % MoistureI Relative Maximum
In Place In Place Compaction Density
996
06-29-05
Lot 57 A Back
1.000.5
1.01.3
11..8
997
06-29-05
Lot 58 A Front
996.5
105.2
13.4
998
06-29-05
Lot 58 A Front
998
106.6
10.8
999
06-29-05
Lot 58 A Back
998.5
107.3
12.5
1000
06-29-05
Lot 58 A Back
999.5
104.2
14.0
1001
06-29-05
Lot 59 A Front
, 996
104.1
11.6
1002.
06-29,-05
Lot 60 A Front
992.5
105.5
8.0
1003
06-29-05
Lot 60 A Font
1994.5
99.8
12.1
1004
06-29-05
Lot 61 Front
992.5
108.4
10.9
1005
06-29-05
Lot 61 Front
994.5
103.1
10.3
1006
06-29-05
Lot 12 A Front
PC
99.2
10.6
1007
06-29-15
Lot 1.2 A Center
PG
99.8
8.3
1008
06-29-05
Lot 12 A Back
PC
102.4
9.6
1009
06-29-05
Lot 1.3 A Front
PC
101.1
1.5.4
1010
06-29-05
Lot 13 A Center
PC
103.5
9.9
1011
06-29-05
Lot 13 A Back
PG
100.4
12.1
1012
06-29-05
Lot 14 A Front
PG
99.0
9.2
1013
06-29-05
Lot 14 A Back
4 PC
101.4
8.3
1014
06-29-05
Lot 14 A Center
. PG
102.4
10.4
1015
06-29-05
Lot 15 A Front
PG
102.0
16.1
1016
06-29-05
Lot 15 A Center
PC
100.6 i
15.8
1.017
06-29-05
Lot 15 A tack
PG
! 106.3
16.4
1018
06-30-05
Lot 68 Front
; 989
I 100.6
15.5
1.019.
06-30-05
Lot 68 Front
991
! 102.2
10.2
1020!
06-30-05
Lot 67 Front
989
101.0
13.4
1021:
06-30-05
Lot 67 Front
991
1.03.1
11.1
1022;
06-30-05
Lot 66 Front
! 989
104.5 !
14.2
1023
06-30-05
1 Lot 66 Front
`.991
j 102.5 1
12.3
1024
06-30-05
I Lot 65 Front
} 990
( 102.3 1
10.8
1025
06-30-05
Lot 64 Front
? 990
I 104.1. I
11.4
10261-
06-30-05.1
Lot 69 Front
; 993106.3
I
9.0
1027
06-30-05
Lot 69 Front
99.4.5
l 1.03.9
10.1
1028
06-30-05
Lot 62 Front
1990.5
105.4
8.8
1029
06-30-05
Lot 62 Front
;992.5
102.9
11.4
1030
06-30-05
Lot 63 Back
'990.5
1.04.4
11.8
1031
06-30-05
Lot 63 Back
;992.3
104.1
10.2
1032
06-30-05
Lot 62 Back
1 990
101.8
13.1
1033
06-30-05
Lot 62 Back
! 992
I 106.3
9.9
1034
06-30-05
Lot 63 Front
990
103.4
12.7
1035
l 06-30-05
Lot 63 Front
992
100.8
11.0
1036
06-30-05
Lot 69 Front
R 989
103.3
11.8
DATE: March 2, 2006
92
96
97
98
95
95
96
91
99
94
90
91.
93
92
94
94
90
92
93
93
91
97
91
93
92
94
95
93
93
95
97
94
96
94
95
95 -
93
97
94
92
94
110.0
110.0
110.0
110.0
110.0
110.0
110.0
1.10.0
110.0
110.0
110.0
110.0
110,0
110.0
110.0
110.0
110.0
110.0
110.0
1.10.0
110.0.
110.0
110.0
1.10.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME; Madison Club' PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No.f Date Tested Location Elevation j Dry Density % Moisture I Relative I Maximum
In Place In Place Compaction Densitv
1037
06-30-05
Lot 69 Front
991
105.0
10.1
1038
06-30-052
Lot 68 Front
993
101.6
9.9
1039
06-30-05
Lot 68'Front
994.5
104.5
11.3
1.040
06-30-05
Lot 67 Front
993
I 103.3
i 14A
1041
06-30-052
Lot 67 Front .
995
105.0
10.6
1042
06-30-05
Lot 66 Front
993
100.8
13.5
1043
06-30-05
Lot 66 Front
994.5
101.5
1.1..7
1044
06-30-05
Lot 65 Front
992
104.7
8.3
1.045
06-30-05
i Lot 65 Front
994'
107.1.
8.9
1046
06-30-05.
Lot 64 Front
992
102.2
12.4
1047
07-01-05
I
Lot 69 A Front
996
101.4
11.3
1048
07-01-05
Lot 69 A Front
997.5
1.01..6
10.7
1049
07-01-05
Lot 68 A Front
996
104.3
9.8
1050
07-01-05
Lot 68 A .Front
997.5
1.02.6
12.5
1051
07-01-05
I Lot 67 A Front
996
103.4
10.0
10,521
07-01-05
Lot 67 A Front
997.5
100.8
I 11.3
1053 i'
07-01.-05
Lot 62 A Front
993
105.1
14,1
1054
07-01-05
Lot 62 A Front
994.5
104.6
1
I 13.2
1055
07-01-05
i Lot 63 A Front
993
102.5
12.9
1056
07-01-05
Lot 63 A Front
-994.5
101.4
14.6
10571
07-01.-05
i ' Lot 66 A Front
996
103.4
12.6
1058 i
07-01-05
Lot 66 A Front
997
103.0
11.8
10591
07-01.-05
Lot 65 A Front
995
101,4
13.5
10601
07-01-05
Lot 65 A- Front
996.5
100.8
12.0
1.061 i
07-01-05
I )mot 64 A Front
994
106.0
10.7
10621
07-01-05
I Lot 64 A Front
995.5
104.2
11.9
10631
07-01-05
Lot 24 A Front
PG
10.4.6
11.1
1064;
07-01-05
I Lot 24 A Center
IAC
104.2
15.6
1065,!
07-01-05
Lot 24 A Back
PC
107.8
8.4
1066;
07-01-05
Lot 23 A Front
PG
99.1
10.0
10671'
07-01-05
Lot 23 A Center
PC
106.9
9.3
1068 ,
07-01-05
Lot 23 A Back
PG
107.4
8.4
10691
07-01-05
Lot 22 A Front
PC
106.5
11.1
10701
07-01-05
Lot 22 A Center
PG
104.6
7.7
1071 I
07-01-05
Lot 22 A Back
PG
107.1
8.6
1072
07-01-05
Lot 21 A Front
11G
105.9
6.8
1073 I
07-01-05
Lot 21 A Center
PG
100.5
7.7
1074 i
07-01-05
Lot 21 A Back
PG
103.7
6.5
1
10751
07-05-05
Lot 69, A Front
998.5
102.4
9.9
1076 j
07-05-05
Lot 69 A Front
1000
104.0
1.1..1
DATE: Mauch 2, 2006
95 110.0
920 110.0
95 110.0
94 110.0
95 1.1.0.0
92 110.0
92 110.0
95 110.0
97 110.0
93 110.0
92 11.0.0
92 110.0
95 1.1.0.0
93 110.0
94 110.0
92 110.0
96 110.0
95 110.0
93 110.0
92 110.0
94 110.0
94 110.0
92 110.0
92 110.0
96 110.0
95 I 110.0
95 110.0
95 110.0
98 110.0
90 110.0
95 112.0
96 112.0
95 112.0
93 112.0
96 112.0
96 1.12.0
91 110.0
94 110.0
91 112.0
93 112.0
Sladden Engineering
r
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density % Moisture I Relative I Maximum
In Place I In Place I Comvaction Densiry
1077
07-05-05
Lot 68 A Front
998.5
104.5
1078
07-05-05
Lot 68 A Front
1000.5
101.3
1.079
07-05-05
Lot 67 A Front
948.5
106.1
1080
07-05-05
Lot 67 A Front
1000
102.7
1081
07-05-05
Lot 62 A Front
995.5
100.8
10821
07-05-05
Lot 62 A Front
997
103.4
1083
07-05-05
Lot 63 A Front
995,5
1.05.7
1084
07-05-05
Lot 63 A Front
997
102.0
1085
07-05-05
Lot 60 A Front
996
i 107.1
1086
07-05-05
Lot 60 A Front
997
104.4
1087
07-05-05
Lot 61 A Front
995.5
1.03.8
1088
07-05-05
Lot 61 A Front
997
105.1
1089
07-05-05
Lot 60 A Back
994
101..8
1090
07-05-05
Lot 60 A Back
995.5
100.6
1091
07-05-05
Lot 61 A Back
994
104,8
1092
07-05-05
Lot 61 A Back
996
1.02.6
1093
07-05-05
i Lot 63 A Back
994
1 101.1
1094
07-05-05
Lot 63 A Back
996
101.5
1095
07-05-05
Lot 62 A Back
994
103.0
10961
07-05-05
lot 62 A Back
996
102.4
i
1097'
07-06-05
Lot 44 B Front
984
102.2
10981
07-06-05
Lot 45 B Front
984
100.4
1.0991
07-06-05
I Lot 45 B Front
986
102,5
1100
07-06-05
Lot 45 8 Back
985
104.6
1101'
07-06-05
! Lot 45 B Back
987
105.9
11021
07-06-05
Lot 1.06 B Back
980.5
100.7
11031
07-06-05
I Lot 107 B Back
979.5 I
101.4
1104'
07-06-05
i Lot 106 B Back
982
96.4
1105,
07-06-05
Lot 107 B Back
981.5
94.2
1106
07-06-05
I Lot 108 B Front
978
99.8
1107
07-06-05-
I Lot 108 B Back
978
101A
1.1.08
07-06-05
Lot 44 B Back
985
105.1
1109
07-06-05
'Lot 44 B Back
987
102A
1110
07-06-05
Lot 46 B Back
985
101.3
1111
07-06-05
Lot 46 B Back
987
103.0
1112
07-06-)5
Lot 106 8 Front
981 i
106.3
1113
07-06-05
Lot 106 B Front
982.5 1
102.5
1114
07-06-05
Lot 107 B Front
979.5
104,4
1115
07-06-05
Lot 107 B Front
981.5
96.0
1116 07-07-05 1 Lot 45 B Back
DATE: March 2, 2006
989 1 107.1
10.7
8.6
12.4
90
12.8
10.2
11.4
9.1
9.3
13.5
13.1
14.3
11.4
14.1
10.3
8.9
10.5
8.4
12.9
10.8
9.5
15.6
'15.3
9.0
13.3
17.2
16.9
5.1*
3.8*
8.7
9.2
9.8
10.3
11.4
8.6
10.4
8.1
11.6
5.3*
93
90
95
92
90
94
94
91
96
93
93
94
91
91.
94
93
92
92
94
93
93
91
93
95
96
90
92
86*
84*
91
92
94
91
90
92
95
92
93
86*
112.0
112.0
112.0
112.0
112.0
11.0.0
112.0
112.0
112,0
112.0
112,0
112.0
112.0
110.0
112.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
112.0
112.0
112.0
112.0
110.0
1:10.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
12.8 I 96 1 112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No,I Date Tested Location Elevation .I Dry Density % Moisture I Relative I Maximum
In Place In Place Comoaction Dcnsity
1117
07-07-05
Lot 45 B Back
991
1083
1.4.1.
97
1118
07-07-05
Lot 44 B Back
.989
101.9
10.4
91
1119
07-07-05
Lot 44 B Back
-991
101.1
14.5
90
1120
07-07-05
Lot 43 B Back
984
100.8
-8.2
90
1121
07-07-05
Lot 4313 back
986
101.8
11.0
91
1122
07-07-05
Lot 45 B Front
988
109.5
14.8
98
1123
07-07-05
Lot 4513 Front
990
104.6
9.1
93
1124
07-07-05
Lot 44 B Front
-986
103.4
10.7
92
1125'
07-07-05
'Lot 44 B Front
988
102.3
11.5
91
1126 �
07-07-05
Lot 43 B Front
984
10.3
16.6
92
1127
07-07-05
Lot 43 8 Front
986
104.0
12.7
93
1128
07-07-05
Lot 42 B Front
984.5
108.7
10.5
97
1129i
07-07-05
Lot 42 8 Front
.986.5
100.6
15.2
90
1130
07-07-05 .
Lot 41 B Front
984.5
101.4
, '11.5
91
11.31.
07-07-05
Lot 4113 Front
986.5
105.5
9.0
94
11.32 !
07-07-05
� Lot 43 B Ccnter
986
1 106.8
11.3
90
11331
07-07-05
Lot 42 B Center
985.5
i 103.6
9.4
93
1134 I
07-07-05
I Lot 41 8 Center
986
102.0
13.2
91
1135;
07-08-05
Lot 46 B Front
985
103.6
8.8
93
1136,
07-08-05
I Lot 46 8 Front
987
101.9
8.2
91
11371
07-08-05
Lot 45 B Front
992
105.5
1.0.7
94
1138,
07-08-05
Lot 45 B Front
993.5
104.0
11.5
93
1139
07-08-05
Lot 44 B Front
990
1.01..4
9.9
92
1140
07-08-05
Lot 44 B Front
991.5
105.7 I
13.4
94
1141
07-08-05
Lot 43 8 Front
988
106.2
12.6
95
1142
07-08-05
Lot 43 B Front
989.5
I 102.8
11.3
93
1.1.43
07-08-05
Lot 42 B Front
988.5
i 104.1
8.7
93
1144
07-08-05
Lot 42 B Front
990
101.3
10.5
92
1145
07-08-05
Lot 41 B Front
988.5
101.4
11.5
91
1146
07-08-05
I Lot 41 B Front
990
1.05.0
9.0
94
11.47
07-08-05
Lot 46 B Back
989
102.8
10.6
92
11481
07-08-05 I
Lot 46 B Back
991
106.3
8.8
95
1149 i
07-08-05
Lot 45 B Back
992
104.0
12.4
I 93
11501
07-08-05 1
Lot 45 B Back
993.5
103.3
17.1
I 92
1151.1
07-08-05
Lot 44 B Back
992
101.4
9.3
91
10521
07-08-05
Lot 44 B Back
'993
101.8
10.2
91
11,53!
07-08-05
Lot 43 8 Back
988
107.3 '
8.6
96
11541
07-08-05
Lot 43 B Sack
989.5
103.1
9.9
92
11551
07-08-05
Lot 42 B Back
985
102.4
10.5
I 91
1.1561
07-08-05
Lot .4213 Back
'986.5
100.6
13.4
f 90
11571
07-08-05
Lot 41 B Back
984.5
104.4
9.2
i 93
DATE: March 2, 2006
112.0
1.1.2.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
1.12.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
110.0
112.0
112.0
110.0
112.0
11.0.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME, Madison Club PROJECT NO: 52211810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. I Date Tested Location Elevation I DryDensity% Moisture j Relative Maximum
In Place In Place Compaction I Densitv
11581 07-08-05 1 Lot 41 B Back '986.5 1 104.1
11591
07-11-05
Lot 109 B Back
977
99.3
11601
07-11-05
Lot 109 B back
978.5
1.06.2
11611
07-11-05
Lot 110 B Back
997
102.2
11621
07-11-05
Lot 110 8 Back
979
101.4
11631
07-11-05
Lot 110 B Front
977
99.8
1164
07-11-05
Lot 110 B Front
978.5
99.3
11651
07-11-05
Lot 109 B Front
977
1 106.7
1166
07-11-05
Lot 109 B Front
978.5
102.8
1167
07-11-05
Lot 70 A Back
990.5
103.5
11681
-07-11-05
Lot 70 A Back
992.5
100.8
1169
07-11-05
Lot 69 A Back
990
102.0
1.1.701
07-11.-05
Lot 69 A Back
992
108.5
11711
07-11-05
1 Lot 68 A Back
990
100.0
1172
07-11-05
Lot 68 A Back
992
105.9
'1173
07-11-05
Lot 67 A Sock
989
108.5
1174
07-11-05
Lot 67 A Back
991
107.0
1175 I
07-11-05
Lot 66 A Back
990.
102.2
1176.
07-11-05
Lot 66 A Back
992
107.3
1177
07-11-05
Lot 65 A Back
990.5
104.4
1178
07-11-05
Lot 65 A Back
992.5
105.3
1179
07-11-05
Lot 70 A Back
994.5
101.1.
1180
07-11-05
i Lot 69 A Back
994
103.6
1181
07-1.1-05 •
Lot 68 A Back
994
1 1.07.2
1182
07-11-05
Lot 67 A Back
993-
I 105.5
11.831
07-11.-05
Lot 66 A Back
994.
; 103.2
1184 I
07-12-05
Lot 7 B Back
1001
101.5
1185
07-12-05
Lot 7 B Back
1003
108.4
1186
07-12-05
Lot 8 B Back
1002.5
99.2
1187
07-12-05
1 Lot 8 B Back
1004.5
102.1
1188
07-12-052
Lot 8 B Front
1000.5
101.6
1189
07-12-05
i Lot 8 B Front
1002.5
104.1
1190
07-12-05
Lot 7 B Front
1.002
103.6
1191
07-12-05
Lot 7 B Front
I
1004
108.9
1192
07-12-05
Lot 9 A Front
1001
10810
1193
07-12-05
Lot 10 A Front
1000.5
107.8
1194
07-1.2-05
Lot 10 A Front
1002.5
102.0
1195
07-12-05
Lot 11 A Front
10011
101.4
1196
07-12-05
Lot 11 A Front
1003
1.02.6
1197
07-12-05
Lot 11 A Back
1003
99.7
DATE: March 2, 2006
11.3 I 93 I 112.0
9.2 I
90
110.0
1.0.0
96
110.0
9.1
93
110.0
10.8
92
110.0
f 13.0
91
110.0
16.7
90
110.0
10.0
97
110.0
9.2
93
110.0
16.8
94 !
110.0
14.2
92 I
110.0
17.1
91
1.1.2.0.
13.3
97 I
112.0
16.6
91
11.0.0
9.0
95
1.12.0
16.5
97
112.0
16.8
96
112.0
15.9
93
110.0
13.6 !
96
112.0
10.8 1
95
110.0
12.7
96
110.0
11.0
92
110.0
9.9
94 j
1.10.0
12.4
96 1
112.0
10.6
94
112.0
1.3.3
94.
110.0
17.3 I
92
110.0
13.5
97 I
112.0
14.8
90
110.0
9.6
93 i
110.0
1.0.7
92
110.0
13.6
95 ' I
110.0
16.9
94
110.0
12.1
99
110.0
16.6
96
11.0.0
16.2
96
112.0
7.4
93
110.0
9.2
92
110.0
14.1
93 1
1.10.0
8.5.
91 I
110.0
•Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO; 5224810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density % Moisture Iteladvel Maximum
In Place In Place I Compaction I Densitv
1198
07-12-05
Lot 11 A Back
1005
104.5
7.0
1199
07-12-05
Lot 10 A Back
1003
1.03.0
14.5
1200
07-12-05
Lot 10 A Back
1005
109.1
9.4
1201
07-12-05
Lot 9 A Back
1002
106.3
10.7
1202!
07-13-05
Lot 111 B Front
987
i 1.02.4
8.6
1.203
07-1.3-05
Lot 1110 Front
980
104.5
12.1
1204
07-13-05
Lot 112 B Front
977.5
99.5
16.6
1205
07-1.3-05
Lot 112 B Front
979
102.2
17.4
1206
07-13-05
Lot 113 B Front
975
98.8
16.3
1207
07-13-05
Lot 113 B Front
977
98.9
15.4
1208
07-13-05
Lot 112 5 Back
977.5
99.7
12.5
1209
07-13-05
Lot 112 B Back
979
103.1 i
14.6
7.21.0
07-13-05
I Lot 111 13 Back
978
104.7
14.3
1211
07-13-05
' Lot 111 B Back
979.5
99.1
13.3
12121
07-13-05
I Lot 70 B Back
996.5
99.0
17.0
1213:
07-13-05
Lot 70 B Back
998.5
98.7
14.1
1214
07-13-05
Lot 69 B Back
996
104.0
17.3
1215!
07-13-05
Lot 69 B Back
998
105.0
14.2
1216
07-13-05
Lot 68 B back
996
1.02.5
11.5
1217 ,
i
07-13-05
Lot 68 B Back
998
102.9
12.9
I
1218';
07-14-05
Lot 57 A Front
PG
108.3 I
10.5
1219!:
07-14-05
Lot 57 A Center
PG
1 108.6 i
9.3
1220'
07-14-05
Lot 57 A Back
PC
106.7
12.6
1221;
07-14-05
Lot 98 B Back
975
103.2
17.2
1222-
07-14-05
Lot 97 B Back
976.5
104.8
11.2
1223
07-14-05
Lot 98 B Front
975
105.2
14.0
12241
07-14-05
Lot 98 B Front
977
99.7 1
19.9
1225 1
07-14-05
Lot 97 B Front
976.5
91.0
20.5
12261
07-14-05
Lot 97 B Front
978.5
94.3
18.8
12271
07-14-05 `.
Lot 98 B Center
975 I
104.1
16.5
12281
07-14-05 i
Lot 98 B Center
976
102.2
15.8
12291
07-14-05
Lot 97 B Center
976
101.3
16.7
1230.
i
07-14-05 i
Lot 97 8 Center
977
102.9
14.8
1231
07-18-05
Lot 90 B Back
978.5
108.1 I
13.9
1232
07-18-05
Lot 90 B Back
'980
102.4 1
8.9
1233
07-18-05
Lot 89 B Back
.978
90.1 ilii
71
1234
07-18-05
Lot 90 6 Front
978
103.5 j
1.0.6
1235
07-18-05
Lot 90 B Front
980
105.2 1
13.8
1236
07-18-05
Lot 918 Front
977
96.3
6.2
95
94
97
95
93
95
90
93
90
90
91
94
95
90
90
91
95
95
93
94
97
97
95
94
95
96
89*
83*
86*
95
93
92
94
97
91
80*
92
94
86*
110.0
110.0
112.0
112.0
110.0
110.0
110.0
110.0
110.0
110.0
1.10.0
110.0 '
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
112.0
112.0
112.0
110.0
i 110.0
110.0
112.0
110.0
f 110.0
110.0
110.0
110.0
110.0
112.0
112.0
112.0
112.0
112.0
112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.I Date Tested I Location Elevation I Dry Density I % Moisture Relative Maximum
In Place In Place Compaction Density
123
123
123
124
124
124
124
124
124
124
124
1.2.4
124
125
125
07-18=05
Lot 92 B Front
07-18-05
Rete,St # 1.236
07-18-05
Lot 91 B Front
07-18-05
; Retest #12,33
07-18-05
Lot 89 B Back
07-18-05
Lot 89 B Center
07-18-05
Lot 89 B Center
07-18-05
Lot 90 B Center
07-18-05
Lot 90 B Center
07-18-05
Lot 91 B Center
07-18-05
Lot 90 B Center
07-18-05
Lot 90 B Front
07-18-05
Lot 89'B Front
07-18-05
Lot 90 B Back
07-18-05
( Lot 90 6 Back
1252
07-19-05
Lot 84 B Front
1253
07-19-05
Lot 89 B Front
1254
07-19-05
Lot 89 B Back
12551
07-19-05
Lot 89 B Back
1256:
07-19-05
Lot 90 8 Front
1257
07-19-05
Lot 90 B Front
1258!
07-19-05
Lot 91 8 Back
1259
07-19-05
Lot 91 B Back
1260;
07-19-05
Lot 92 B Back
1261'
07-19-05
Lot 92 B Back
12621
I
07-19-05 1
Lot 91 B Front
12631 07-19-05 Lot 91. 8 Front
1264, 07-19-05 Lot 92 B Front
1265:i 07-19-05 Lot 92 B Front
1266; 07-20-05 1 Lot 58 A Front
12671
07-20-05
I Lot 58 A Center
1268
07-20-05
Lot 58 A [lack
1269
07-20-05
I Lot 59 A Front
1270
07-20-05
I Lot 59 A Center
1271
07-20-05
Lot 59 A Back
1272
07-20-05
Lot 60 A Front
1273
07-20-05
Lot 60 A Center
1274
07-20-05
Lot 60 A Back
'1275
07-20-05
Lot 64. A Back
1276
07-20-05
Lot 64. A Back
DATE: March 2, 2006
977 101.4
8.3
91
112.0
977 103.0
9.9
92'"
112.0
979 104.5
11.4
93
112.0
102.2
10.3
91""
112.0
'1980 106.1
12.1
95
11.2.0
978 103.4
11.0
92
112.0
980 103.7
11.5
93
112.0
978.5 101.9
10.1
91
112.0
980.5 104.5
12.4
93
112:0
977.5 100.9
9.3
90
112.0
979.5 105.0
13.6
94
112.0
978.2 102.3
8.8
91
112.0
980.5 102.9
10.7
92
112.0
979 106.6
9.2
95
112.0
981 103.0
10.5
92
112.0
981.5 1.03.3
8.8.
92
112.0
982.5 104.6
9.3
93
112.0
981.5 1 99.8
16.8
91
110.01
982.5 1.01.3
11.6
92
110.0
981 105.4
7.1
94
112.0
982 101.4
9.7 i
92
1'10,0
977 99.3 !
11.2
90
110.0
979 107.2 !
12.7
96
112.0
979.5 105.9
13.6
95
112.0
981.5 108.0- I
15.3
96
1.12.0
980 104.4
9.9
93
112.0
981.5 102.9
I
8.7
92
112.0
979 106.1
11.5
95 1
112.0
981 101.1
10.8
90 i
112.0
PG 104.3
10.1
93
112.0
PG 109.8
7.7
98
112.0
PG 106.3
8.5
95
112.0
PG 103.9
9.2
93
112.0
PG 106.5 i
8.6
95
112.0
PC 105.1
9.1
94
112.0
PG 109.1
10.1
97
112.0
PC ! 108.7
11.3
97
112.0
PG 105.2
8.8
94
112.0
994 101.9
10.5
91
112.0
996 103.3
12.4
92
12.0
,Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. rate TestedI Location Elevation D Density% Moisture Relative Maximum
n PlaceI In Placc I Comnaction I Densitv
1277 07-20-05
Lot 65 A Back 994.5
107.2
9.1
96
11.2.0
1278 07-20-05
Lot 65 A Back 996
104.3
13.4
93
112.0
1279 07-20-025
Lot 66 A Back -995.5
101.8
11,3
91
112.0
1280 07-20-05
Lot 66 A Back 996.5
105.0
12.0
94
112.0
1281 07-20-05
Lot 67 A Back 995
106.9
i 8.5
95
112.0
1282 07-20-05
Lot 67 A Back 996.5
103.3
10.2
92
112.0
1283 07-20-05
Lot 64 A Back 997.5
100.9
14.0
90
112.0
1284 07-20-05
lot 65 A Back 998
1 103.8
11.2
93
1.12.0
1285 07-20-05
i Lot 65 A Back 1000
100.4
14,3
90
112.0
1286 07-20-05
Lot64 a back 999
I
101.6
15.1
91
112.0
12871 07-20-05
Lot 64 A Back 1001
104.7
13.6
93
112.0
12881 07-20-05
1 Lot 66 A Rack 998
108.1
12.9
97
11.2.0
12891 07-20-05
; Lot 66 A Back 1000
109.01
1 14.5
1 97
112.0
12901 07-20-05
i Lot 67 A Back 998
105.8
13.2
! 94
112.0
1291 i 07-20-05
Lot 67 A Back 1000
101..5
9.8
91
112.0
1292 07-21.-05
Lot 89 B Front 984.5
1 103.1
9.8
92
112.0
1293 07-21-05
Lot 89 B Front 986.5
! 99.2
1.4.8
90
110.0
1294 07-21-05
Lot 89 8 Back 984
! 105.3
11,9
94
i 112.0
12951 07-21-05
Lot 89 B Back 986
102.8
13.0 1
92
112.0
12961 07-21-05
Lot 90 B Front 984
106.6
9.8 I
95
112.0
1297 07-21-05
Lot 90 B Front 985.5
100.3
15.7
91
110.0
1298 07-21=05
Lot 90 B Back 983
104.7 1
12.5 i
93
112.0
1299 107-21.-05
I Lot 90 B Back 985
101.8
12.7 1
91
112.0
1300; 07-21-05
Lot 91 B Front 984
, 105.1
13.5 1
94
112.0
13011 07-21-05.
Lot 91 B Front 986
! 105.3
11.6
94
112.0
13021 07-21-05
Lot 91 B Back 981
I
I 103.1
9.9
92
112.0
1303 07-21-05
Lot 91 B Back 983 i
107.2
14.0
96
112.0
1304; 07-21-05 !
Lot 92 8'Front 983 I
104.6
13.4
93
112.0'
1305; 07-21.-05 '
Lot 92 B Front 984.5
101.0
12.1
90
1.12.0
1306; 07-21-05
Lot 92 B Back 983
107.8
17.5
96
112.0
1307' 07-21-05
Lot 92 B Back 984.5
104.4
12,8
93
112.0
.1308; 07-21-05
Lot 93 8 Front 980
105.1 I
9.4
94
112.0
13091 07-21-05
Lot 93 B Front 981.5
108.3
8.5
97
112.0
1310 07-21-05
Lot 93 B Back 980
103.3 1
10.1
92
112,0
1311 07-21-05
Lot 93 B Back 981.5
104.0 1
11.3
93 I
112.0
1312 07-21-05
Lot 93 6 Front 982.5
104.3
9.'1
93
112.0
1313 07-21-05
Lot 93 B Front 984
103.4
13.0
92
112.0
1314 07-21-05
Lot 93 B Back 983
100.8
15.5
90 I
112.0
1315 07-21-05
Lot 93 B Back. 984
102.4
10.8
91 i
112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No, bate Tested Location Elevation Dry Density I % Moisture Relative1 Maximum•
In Place In Place Compaction Denpity
13161 07-22-05 Lot 71 A Front PG 102.9 11.8 93 110.0
1317•07-22-05 Lot 71 A Center PC 1045 11.9 95 110.0
13181 07-22-05 Lot 71 A Back PC 102.2 8.7 93 110.0
1319 07-22-.05 Lot 70 A Front PC 101.4 9,1 91 112.0
1320 07-22-05 Lot 70 A Center PC 104.4 9.6 93 112.0
1321 07-22-05 Lot 70 A Back PC 106.9 10.1 95 112.0
1322 07-22-05 Lot 69 A Front PC 105.5 14.1 94 112.0
1323 07-22-05 Lot 69 A Center PC 99.7 15.2 91 110.0
1324. 07-22-05 Lot 69 A Back PC, 102.7 13.5 93. 1.10.0
1325; 07-22-05 Lot 68 A Front PC 104.6 8,2 93 112.0
'1326 07-22-05 Lot 68 A Center 1'C 108.9 10.1 97 1 112.0
1327 07-22-05 Lot 68 A Back PC 107,6 9.5 96 112,0
1328 07-22-05 Lot 67 A Front PC 101.6 12.5 J 91 112.0
1329 07-22-05 Lot 67 A Center PC 102.1 8.4 I 91 112.0
'1330 07-22-05 Lot 67 A Back PG 106.6 7.5 95 112.0
1331, 07-22-05 Lot 66 A Front PC 105.4 10.3 94 112.0
13321 07-22-05 Lot 66 A Center PC 106.6 1.1.8 95 112.0
1333' 07-22-05 Lot 66 A BackPC 107.2 8.3 96 112.0
1334 07-22-05 Lot 65 A Front PG 1.08.5 10.6 1 97 11.2.0
1335 i 07-22-05 Lot 65 A Center PC 104,1 1 9.5 93 11-2.0
13361 07-22-05' Lot 65 A Back PC 101.8 I 7.7 1 91 112.0
13371 07-22-05 Lot 64 A Front PG 105.0 13.5 94 112.0
13381 07-22-05 Lot 64 A Center PC 107.5 11.0 96 112.0
13391 07-22-05 I Lot 64 A Back PC ' 106.4 9.6 95 1.12.0
1340' 07-22-05 I Lot 63 A Front PC 107.6 9.2 96 1 112.0
13411. 07-22-05 LOT 63 A Center 11C 106.3 9.4 95 I 112.0
1342' 07-22-05 j Lot 63 A Back PC 1.03.2 j 10.1 92 112.0
13431 07-22-05 i Lot 62 A Front PC '109.1 ' 7.8 i 97 112.0
1344 07-22-05 Lot 62 A Center PC 107.3 8.8 96 1.12.0
1345 07-22=05 Lot 62 A Back PC 108.6 9.2 93 112.0
1346 07-22-052 Lot 61 A Front PC 1.04.5 11.5 93 112.0
1347! 07-22-05 Lot 61 A Center PG 109.3 10.4 98 12.0
134$1 07-22-05 Lot 61. A Back PC 109.2 11,6 98 112.0
1349 07-25-05 Retest 91224 103.3 16,7 92** 112.0
1350 07-25-05 Lot 98 B Front 979 105,1 14.5 94 112.0
1351 07-25-05 Lot 98 B Back 977 101.6 17.0 91 112,0
1352 07-25-05 1 Lot 98 B Back 979 104.4 15.1 93 112.0
1353 07-25-05 Retest # 1225 102.2 16.0 91** 112.0
1354 07-25-05 Retest # 1226 101.8 13.6 91** 112.0
1355 07-25-05 Lot 97 B Back 978.5 .105.3 13.9 , 94 112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.
Date Tested
I Location Elevation
Dry Density
In Place
% Moisture
In Place
Relative
Compaction
Maximum
Densis
1356
07-25-05
Lot 97 B Back 980.5
103.4
14.7
92 112.0
1357
07-25-05
Lot 9813 Front 981
106.6
12.9
95 1.12.0
1358
07-25-05
Lot 98 B Front 983
1035
12.4
1 92 112.0
1359
07-25-05
Lot 9813 Back 981
102.1
1.3.6
91 112.0
1360
07-25-05
Lot 98 B Back 983
102.9
17.0
92 712.0
1361
07-25-05
Lot 97 B Front 980.5
100.9
15.5
90 112.0
1.362
07-25-05
Lot 97 B Front 987.5
105.0
11.6
94 112.0
1363
07-25-05.
Lot 97 B Back 981.5
106.6
13.3
95 112.0
1.364.
07-25-05
Lot 97 B Back 983
104.8
11,2
94 1.12.0
1365
07-26-05
Lot 114 B. Front 977.5
105.1
8.3
94 112.0
1366
07-26-05
Lot 114 B. Front 979.5
103.7
17.5
93 112,0
1367
07-26-05
Lot 114 B Back 977.5
102.5
8.9
92 112.0
1368
07-26-05
Lot 114 B Back 979.5
101.1
14.5
90 112.0
1369
07-26-05
Lot 115 B Front 977
106.0
'9.6
95 112.0
1370
07-26-05
Lot 115 8 Front 978.5
105.1
12.4
i 94 112.0
1371
07-26-05
Lot 115B Back 977
100.8
10.0
90 112.0
1372
07-26-05
Lot 115 B Back 978.5
107.1
17.2.
96 112.0
1373
07-26-05
Lot 11.6 8 Front 975.5
103.8
10.3
93 112.0
1374
07-26-05
Lot 116 B Front 977
i 103.6
I 11.2
93 112.0
1375
07-26-05
Lot 11.6 8 Back 975.5 ,
105.3
15.7
94 1.12.0
13761
07-26-05
Lot 116 B Back 977
104.0
16.9'
93 I 112.0
13,771
07-26-05
Lot 114 B Front 981.
1.03.1
10.0
92 112.0
1378
07-26-05
Lot 11413 Back 981
106.3
11.4
95 � 112.0
1379
07-26-05
Lot 115 B Front 980.5
107.0
16.8
96 ; 112.0
13801
07-26-05
Lot 115 B Back 980
106.7
17.1
95 I 11.2.0
t
13811
07-27-05
Lot 39 B Front 984.5
101.4
9.3
91 112.0
1382
07-27-05
I Lot 39 B Front 986.5
105.0
10.8
94 112.0
1383
07-27-05
Lot 38 BFront 984
1.06.8
12.5
95 112.0
13841
07-27-05
Lot 38 B Front 986
104.3
11.1
93 ; 112.0
1385
07-27-05
Lot 37 B Front 984.5
103.1
8.8
92 i 112.0
1386
07-27-05
Lot 37 B Front 986.5
103.9
10.4
93 j 112.0
1387
07-27-05
Lot 39 B Front 988.5
107.5
11.3
96 i 112.0
1388
07-27-05
Lot 39 B Front 990.5
105.6
13.3
94 f 172,0
1389
07-27-05
Lot 38 B Front 788
101.8
14.8
91. ` 112.0
1390
07-27-05
Lot 38 B Front 989.5
100.9
12.2
90 112.0
1391
07-27-05
Lot 37 B Front 988.5
108.1
13.5
97 112.0
1392
07-27-05
Lot 37 B Front 990
106.3
12.6
95 112.0
1393
07-27-05
Lot 39 B Back 984.5
103.9
'14.4
93 112.0
13941
07-27-05
Lot 39 B tack 986
103.2
12.0
92 112.0
DATE: March 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. I Date Tested I Location
1395
07-27-05
Lot 38 B Back
1396
07-27-05
Lot 38 B Back
1397
07-27-05
Lot 37 B Back
1398
07-27-05
Lot 37 B Back
1399
07-27-05
Lot 39 B Back
14001
07-27-05
Lot 39 B Back
14011
07-27-05
Lot 38 B Back
14021
07-27-05
Lot 38 B Back
11.3
91
112.0
1403
07-27-05
Lot 37 B Back
1404 i
07-27-05
Lot 37 B Back
1405
07-28-05
Lot 39 B Back
1406:
07-28-05
i Lot 39 B Back
1407;
07-28-05
j Lot 38 B Back
1408.
07-28-05
Lot 38 B Back
1409 •
07-28-05
Lot 37 8 Back
141.0
07-28-05
Lot 37 B Back
1411
07-28-05
Lot 39 B Front
14121
07-28-05
Lot 39 B Front
1413 i
07-28-05
Lot 38 B Front
14141
07-28-05
Lot 38 B Front
1415;
07-28-05
Lot 37 B Front
1416
07-28-05
Lot 37 B3 Front
1417 !
07-29-05
I Lot 37 B Front
14181
07-29-05
I Lot 37 B Back
14191
07-29-05
I Lot 38 B Front
1420;j
07-29-05
f Lot 38 B Back
1421;
07-29-05
Lot 39 B Front
14221
07-29-05 1
Lot 39 B Back
14231
07-29-05
i Lot 98 B Front
1424
07-29-05 I
Lot 98 B Front
1425
07-29-05
Lot 98 B Back
1426
07-29-05
Tot 98 B Back
1.4.27
07-29-05
Lot 97 B Front
1428
07-29-05
Lot 97 B Front
1429
07-29-05
Lot 97 B Back
1430
07-29-05
Lot 97 B Back
1431
07-29-05
Lot 88 B Front
1432
07-29-05
Lot 88 B Back
DATE: March 2, 2006
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation Dry DensityI % Moisture Relative I Maximum
In Place In Place [ Comnaction Density
984
986
984.5
986.5
988
989.5
988
989.5
988.5
990
991.5 '
992.5
991
992.5
991
992.5
991.5
992.5
991
992.5
991
i
992.5 i
993.5
993:5
993.5
993.5
994
994
985
986
985
986
984
'985.5
984.5
985.5
976
'975.5
107.0
104.5
102.9
101.0
108.0
105.1
102.0
105.7
101.5
106.0
1.08.4
103.7
109.6
'103.7
104.2
108.6
102.5
1.01.0
102.9
105.8
107.3
108.5
99.9
105.2
99.7
1.01.5
1.03.3
100.1
93.1
92.4
102.8
104.4
106.3
105.8
104.0
101.6
107.6
104.9
9.9
96
112.0
10.7
I 93
112.0
15.1
92
112.0
11.0
90
! 112.0
12.2
96
; 112.0
15.1
94
I 11.2.0
9.6
91
112.0
13.2
94
1.12.0
11.3
91
112.0
8.7
95
112.0
14.1
97
112.0
10.7
92.
1.12.0
12.4
98
112.0
12.6
93
j 112.0
16.7
93
I 112.0
12.9
97
112.0
12.4
92
112.0
17.6
90
112.0
12.1
92
112.0
10.7 I
94
112.0
16.6
96
112.0
15.1
97
112.0
i
15.6 j
91
110.0 1
10.8
94
I 112.0 ,
10.8
91
110.0 '
11.2
91
112.0
16.3 i
92
112.0 ,
11.2 `
91
110.0
7.1'
1
85r
j 110.0
6.6~
84~
1 110.0
10.9
I
93
110.0
13.6
95
110.0
14.1
95
112.0
12.9
94
112.0
11.8
93
112.0
10.7
91
112.0
14.5
96
112.0
12.3
94
112.0
f
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-0810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Tcst No.
Datc Tcstcd
Location
Elevation
I Dry Density
In Place
I % Moisture
In Place
Relative
Compaction
I Maximum
Dcnsi
1433
08-01-05
Lot 52 B Front
979
104.1
11.9
93
112.0
1434
08-01-05
I Lot 52 B Back
978.5
102.4
9.7
91
112.0
1435
08-01-05
Lot 53 B Front
978
101.8
12.5
91
1 112.0
1436
08-01-05
loot 53 8 Back
978.5
105.9
10.6
95
112.0
1437
08-01-05
Lot 54 B Front
977.5
106.6
12.3
95
112.0
1438
08-01-05
Lot 5413 Back
'977
101.0
1.4.9
90
112.0
1439
08-01-05
Lot 55 B Front
977.5
103.4
i 9.8
92
112.0
'1440
08-01-05
Lot 55 B Hack
977.5
103.8
13.2
93
112.0
1441
08-01-05
Lot 56 B Front
977
107.3
13.9
96
112.0
1.4.4.2
08-01.-05
Lot 56 B Back
.976.5
104.4
11.0
96
112.0
1443
08-01-05
Lot 57 B Front
976.5
101.3
I
8.9
90
112.0
1444!
08-01-05
Lot 57 B Back
; 977
102.7
12.1
92
112.0
1A
; 08-01-05
Club House
966.0
99.3
17.2
90
( 110.0
2A
i 08-01-05
Club House
X968.0
102.0
18.7
94
I '1'10.0
3A
! 08-01-05
Club House
966.0
99.7
19.2
91
110.0
4A
08-01-05
I Club House
9b1..0
100.9
i 19.9
92
110.0
5A
08-01-05 I
Club House
963.0
1.03.5
20.9
95
110.0
6A
08-01-05 i
. Club House
967.0
100.1
19.2
I 91
110.0
7A !
08-01-05 I
Club House
:969.0
102.9
14.9
94
1:10.0
8A i
08-01-05 i
Club House
965.0
102.3
17.5
93
110.0
9A I
08-01-05 !
Club House
967.0
98.6
12.7
90
110.0
10A
08-02-05
Club House
969.0
104.0
17.0
95
110.0
11A
08-02-05
Club House
971.0
100.1
16.4
91
110.0
12A
08-02-05
Club House
,970.0
101.2
18.7
92 I
110.0
13A
08-02-05
Club House
.971.0
102.7
19.4
94
110.0
14A
08-02-05 1
Club House
973.0
102.4
20.5 !
93
110.0
14451
08-02-05
Per Plan
979.5
100.8
16.6 i
i
92
110.0
1446!
08-02-05
Per Plan
;980.5
101.9
10.8
93
110.0
1447 i
08-02-05
Per Plan
979.5
104.3
11.9 i
95
1'10.0
1448
08-02-05
Per Plan
981.
1.01..5
9.4
i
92
110.0
14491
08-02-05
I
Per Plan
?978.5
102.7
12.5
92 !
112.0
14501
08-02-05
Per Plan
979.5
'100.9 1
8:8
92
110.0
14511
08-02-05
Per Plan
;979.5
104.8
10.2
94
112.0
1452,
08-02-05
Per Plan
;981.5
104.6
10.9
93
112.0
14531
08-02-05
Per Plan
980
108.1
13.3
97
112.0
1454
08-02-05
Per Plan
1981.5
105.4
11.6
94 !
112.0
1455
08-02-05
Per Plan
980
106.3
11.0
95 jf
112.0
1456
08-02-05 I
Per Plan
i981.5
103.9
12.5
93 I
112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
'fest No. Date Tested Location Elevation Dry Density % Moisture Relative ' ' Maximum
In Place In Place Comoaction 1 Density
1457
08-03-05
Lot 89 B Front
988.5
105.1
13.3
1458
I 08-03-05
Lot 89 B Front
990.5
104.2
11.6
1459-
08-03-05
Lot 89 B Back
988,
j 107.9
9.9
14601
08-03-05
Lot 89 B Back
99U
103.8
12.0
1.4611.
08-03-05 i
Lot 90 B Front
978.5
106.6
10.5
14621
08-03-05
Lot 90 B Front
989.5
106.1
11.3
14631
08-03-05 I
Lot 90 B Back
987
102.5
14.5
1464
08-03-05
Lot 90 B Back
989
102.8
13.4
1465
08-03-05
Lot 91 B Front
988
108.1
10.7
1466
08-03-05
Lot 91 B Back
985
105.3
13.8
1467
08-03-05
Lot 91 B Back
987
101.6
1.0.0
1468
08-03-05
Lot 92 B Front
986.5
103.7
9.2
1469
08-03-05
Lot 92 B Back
986.5
103.5
1.2.4
1470
08-03-05
Lot 93 B Front
985.5
107.8
11.0
1471
08-03-05
Lot 93 B Sack
985
1 104.4
14.1
A
08-03-05 I
Lot 60 Front
975
102.4
1.6.0
B
08-03-05 j
Lot 60 Back
975
101.1
10.1
C
08-03-05
I
Lot 59 Back-
975
103.7
19.3
D
08-03-05
Lot 59 Front
975
100.2
10.2
E
08-03-05
Lot 58 Front
976
103.1
I 15.9
F
I 08-03-05 ;
Lot 58 Back
976
101.8
17.5
1472;
� I
08-04-0.5
Lot 94 B Front
980
1.01.8
10.9
1473.
08-04-05
Lot 94 B Back
979.5
103.3
13.5
1474
08-04-05 I
Lot 95 A Front
979
107.5
11.0
147.51
08-04-05 I
Lot 95 B Back
797
104.4
8.8
14761
08-04-05' `
Lot 46 B Front
978
102.9
12.6
1477
08-04-05
Lot 46 B Back
978.5
105.1
11.7
1478
08-04-05
Lot 94 B Front
982 1
1.08.2
14.1
1479
08-04-05
Lot 94 8 Front
983.5 1
106.1
12.5
1480
08-04-05
Lot 95 13Froni
981 !
104.5
10.8
1481
08-04-05
Lot 95 B Front
983
102.4
13.0
1482
08-04-()5
Lot 96 8 Front
980
103.9
11.4
1483
08-04-05
Lot 96 B Front
982
105.5
14.5
1484
08-04-05
Lot 94 B Back
981.5
101.2
9.6
1.485
08-04-05 j
Lot 94 B Back
983.5
103.1
10.3
1486
08-04-05.
Lot 95 B Back
981
107.4
13.2
1487
08-04-05 I
Lot 95 8 flack
983
104.6
11.4
1488
08-04-05
Lot 96 B Back
980.5
104.8
10.2
1489
08-14-05
Lot 96 B Back
982
101.6
127
1490
08-04-05
Retest li 1423
101.3
8.6
DATE: March 2, 2006
94 11.2.0
93 112.0
96 112.0
93 112.0
95 112.0
95 112.0
92 112.0'
92 112,0
97 112.0
94 112.0
91 112.0
93 112.0
92 112.0
96 112.0
93 112.0
93 110.0
92 110,0
95 110.0
91 110.0
94 110.0
93 110.0.
91 112.0
92. I 112.0
96 112.0
93 1.12.0
92 112.0
94 112.0
97 112.0
95 112.0
93 112.0
91 1.1.2.0
93 112.0
94 112.0
90 1.1.2.0
92 112.0
96 112.0
93 112.0
94 112.0
91 112.0
90" 112.0
Sladden Engineering
W
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 5224810
LOCATION: La Quinta, California
REPORT NO: 06-02-120
Test No.
I Date Tested
Location Elevation
Dry Density
1n Place
% Moisture
in Placc
I Relative
Corni3actiewn
I Maximum
Densi
1491 08-04-05
Retest 4 1424
103.5
9.0
92**
112,0
1.492 08-04-05
Lot 98 B Back 986
104.4
8.5
93
112.0
1493 08-04-05
Lot 97 B Front 987.5
102.0
11.3
94
112.0 .
1494 08-04-05
Lot 97 B Back 987.5
105.1
10.5
94
112,0
1495 08-04-05
Lot 96 B Front 984
103.3
13.9
93
112.0
1496 08-04-05
Lot 96 B flack '984
107.6
12.7
96
112.0
1497 08-05-05
loot 89 B Front PG
108.3
10.4
97
112,0
1498 08-05-05
Lot 89 B Center PC
1.05.5
1.1.6
94 ,
112.0
14.99 08-05-05
Lot 89 B Back . PG
108.4
.10.9
97
112.0
1500 08-05-05
Lot 90 B Front PC
103.8
1 1.3.8
I 93 !
112.0
1501 08-05-05
Lot 90 B Back PG
105.9
12.1
95
112,0
1502 08-05-05
Lot 90 B Center PC
102.6
12.9
92 i
112.0
1503 08-05-05
Contour Between 981104.7
I
14.8
i 93 I
112.0
1504 08-05-05
Meriwether & 981.5
102,0
13.2
I 91
112.0
7505 08-05-05
Humboldt 1981
108.9
15.3
97
112.0
1506 08-05-05
Per Plan 982
106.1
12.8
95
1.1.2.0
1.507 08-05-05
Per Plan 980.5
103.6
10.7
93
112.0
1508 08-05-05
Per Plan 980.5
105.5
15.5
94
112.0
1509 08-05-05
'Per Plan 981
109.1
13.3
97
112.0
1510 08-05-05
Per Plan 982
1.06.4
11.8
95
112.0
1511 08-05-05
Per Plan :981,5
104.5
12.5
93
112.0
1B ! 08-05-05
, Club House 1975.0
1.01.8
17.8
93
110.0
2B ( 08-05-05
Club House : 975.0
100.1
8.9
91
110.0
3B 08-05-05
Club House 975.0
104.0
15.8
96
110.0.
4B 08-05-05
Club House 975.0
108.8
9.4
99
110.0
5B I 08-05-05
Club House '975.0
99.2
10.1
90
110.0
6B 08-05-05
Club House 972.0
107,6
9.5'
98
110.0
7B I 08-05-05
Club House 974.0
100.4
9.7
91
110.0
8B 08-05-05
Club House 975,0
102.5
12.4
94
110.0
9B OM5-05
Club House 977.0
101.3
10.9
92
1.1.0.0
10B 08-05-05
Club House 977.0
105.2
8.9
95
110.0
IIB -08-05-05
Club House 479.0
1.00,3
13.1
91
1.10.0.
120 08-05-05
Club House 975.0
103.2
10.8
94
110.0
13B 08-05-05
Club House '977.0
101.4
10.1
92
110.0
14B 08-05-05
Club House 975.0
108.2
1.5.9
98
110.0-
10.015B
15B08-05-05
Club House -977.0
106.8
18.1
97
110.0
1613 08-05-05
Club House '977.0
105.6
16.2
96
110.0
.17B I 08-05-05
Club House 977.0
101.0
13.9
92
110.0
18B 08-05-05
Club House 977.0
104.4
19.2
95
I 110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 5224810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Tcst No.I Datc Tcstad 1 Location Elevation Dry Density % Moisturc I Relative Maximum
in P1aoc In Place Compaction Densitv
19B
08-05-05
Club House .
X977.0
105.6
10.2
20B 1
1
08-05-15
Club House
977.0
106.3
12.8
1512'
08-08-05
Lot 91 B Front
PC
108.3
9.0
15131
08-08-05
Lot 91 13 Center
PC
105.1
11.4
1514
08-08-05
Lot 91 B Back
PC
'106.5
10.7
1515
08-08-05
Lot 92 B Front
PC
103.8
12.6
1516
08-08-05
Lot 92 B Center
PC
102.9
1.1..1
1517
08-08-05
Lot 92 B Back
PC,
104.7
13.3
1518
08-08-05
1 Lot 93 B Front
PC
101.3
9.9
1519
08-08-05
Lot 93 B Center
PC
107.2
11.7
1520
08-08-05
Lot 93 B Back
PC
104,4
13.8
1521
08-08-05
Lot 9413.Front
PC
i 108.5
10.7
1522
08-08-05
Lot 94 B Center
PC
:1.05.6
8.8
1523;
08-08-05
Lot 94 B Back
PC
103.0
12.4
15241
OM"5
Lot 9513 Front
PC
103.9
10.0
1525
08-08-05
Lot 95 B Center
PC
107.2
{{
i 8.3
1526
08-08-05
Lot 95 B Back
PC
104.6
11..5
1527
08-08-05
Lot 88 8 Front
997.5
102.2
9.6
1528
08-08-5
Lot 88 B Back
977.5
1 104.0
8.1
15291
08-08-05
Lot 88 B Front
979.5
I 101.6
12,7
1530
08-08-05 i
Lot 88 B Back
979:5
105.0
9.0
1531
08-08-05
Lot 88 B Front
981
103.6
1.3.2
15321
08-08-05 1
Lot 88 B Back
981
103.8
i 12.1
1C 1
I
08-08-05 I
Club House
979.0
106.4 I
15.7
2C 1
08-08-05 I
Club House
981.0
106.2
10.2
3C
08-08-05
Club House
979.0
1 104,5 I
12.4
4C i
08-08-05
Club House
981.0
1 105.3
11.2
5C 1
08-08-05
Club House
979.0 i
103.8
12.3
6C I
08-08-05 1
Club House
1981.0 !
1.02.1
9.8
7C
08-08-05 1
Club House
979.0
104.9
12.2
8C
08-08-05 i
Club House
1981.0
'107.3
13.4.
9C
08-08-05
Club House
979.0
104.1
13.9
10C
08-08-05 I
Club House
981.0
105.9
12.6
11C'
08-08-05
Club House
979.0
108.0
15.8
12C
08-08-05 '
Club House
981.0
101.2
16.2
1,533
08-09-05 II
Lot 12 B Back
975.5
100.8
22.4*
1534
08-09-05
Lot 12 B Back
.976.5
101.3
18.5*
1535
08-09-05
Lot 63 B Back
975
1.01.2
12.7
DATE: March 2, 2006
95 110.0
96 110.0
97 112.0
94 112.0
95 112.0
93 112.0
92 112.0
93 112.0
90 112.0
96 112.0
93 112.0
97 ! 112.0
94 112.0
92 172,0
93 112.0
96 112.0
93 112.0
91 1.12.0
93 112.0
91 I 112.0
94 j 11.2.0
93 I 112.0
93 112.0
96 110.0
96 110.0
95 110.0
95 71.0.0
95 110.0
93 110.0
95 I 110.0
97 I . 110.0
95 110.0
96 I 110.0
98 I 110.0
92 110.0
85* 119.0
85* 119.0
90 1.1.2.0
Sla#en ,Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION- La Quinta, California REPORT NO: 06-02-120
Test No. I Date TestedI Location Elevation I DryDensity I % Moisture RelAtivC Maximum
i In Place In Place I Comnaction I Density
1536
08-09-05
Lot 63 B Back
976
1.03.6
17.8*
93
1537
08-09-05
, Lot 64 B Back
9745
106.4
19.4*
90
1538
08-09-05
Lot 64 B Back
9755
102.3 •
20.2*
86*
1539
08-09-05
Lot 65 B Back
1975
97.1
14,3
87*
1540
08-09-05
Lot 65 B Back
976
95.6
13.1
85*
1541
08-09-05
Lot 66 B Back
976
9915
20.1*
89*
1542
r
08-09-05
Lot 66 8 Back
977
103.4
18.2*
92
1D
08-09-05
Club House
983.0
103.6
13.8
95
2D
08-09-05
CIub.House
985.0
100,1
10.3
91
3D
08-09-05
Club House
983.0
105.4
14.7
95
4D
08-09-05
Club House
985.0
1.01..5
15.3
•93
5D
08-09-05
Club House
983.0
102.5
14.5
94
6D
08-09-05
Club House
985.0
100.7
12.4
92
7D
08-09-05
Club House
'983.0
108.1.
13.6
98
8D
08-09-05
Club House
1985.0
103.4
10.5
94
9D
08-09-05
Club House
983.0
103.8
1.7.9
95
10D
08-09-05
Club House
985.0
101.7
18.6
93
11D
08-09-05
Club House
983.6
107.2
16.8
97
12D ;
08-09-05
Club House
985.0
105.1
I 15.2
95
15431
0&-10-05
Lot 62 B Front
.975.5
109.4
16.5
92
15441
08-10-05
Lot 62 B Front
9763.5
108.3
13.7
91
1545!
08-10-05
Lot 63 8 .Front
'976.5
104.5
11.0
93
1546
08-10-05
Lot 64 B Front
978
1.06.6
14.8
95
1547
08-10-05
Lot 65 B•Front
975
103.9
16.2
93
1548
08-10-05
Lot 66 B.Front
977
1.05.5
15.3
94
1549;
08-10-05
1 Lot 67 B Front
973
104.1
1 13.0
93
1550 i
08-10-05
I Retest # 1.533 & 1.534.
104.5
14.8
93**
1551
08-10-05
Lot 63 B Back
976 I
1
101.3
i
77,1
90
1552
08-10-05
Lot 64 B Back
974.5
103.4
1.6.0 I
92
1553
08-10-05
Retest a 1538
105.3
15.6
94
1554
08-10-05
( Retest # 1539 & 1.540
975
103.1
14.0
92**
1555
08-10-05
Retest # 1541
976
104.7
16.3
93**
1556
08-10-05
Lot 67 B Back
972
100.8
11.4
90
A
08-10-05
Lot 47
983
104.1
13.9
95
B
08-10-05
Lot 47
985
102,9
12.7
C
08-10-05
Lot 48
983
105.2
14.6
D
08-10-05
Lot 48
985
101.4
113.4
DATE: March 2, 2006
112,0
112.0
1.1.9.0
112.0
112.0
112.0
112.0
110.0
110,0
110.0
11.0.0
110.0
1.10.0
11.0.0
110.0
110,0
110.0
110.0
110.0
119.0
119.0
112.0
112.0
112.0
112.0
112.0
112
112.0
112,0
112.0
112.0
112.0
112.0
Sladden Engineering
110.0
94
110.0 .
94
110.0
92
110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 5224810
REPORT NO: 06-02-120
Test No.
Date Tested
Location.
Elevation
'
Dry Density
In Place
I % Moisture
In Place
Relative
Com action
Maximum
Deni
lE
08-10-05
Club House
987.0
1.01.9
14.8
93
110.0
2E
08-10-05
Club House
989.0
104.8
13.9
95
110.0
3E
08-10-05
1. Club House
987.0
1.00.2
i 18.1
91
110.0
4E
; 08-10-05
'. Club House
989.0
100.3
14.4
91
11.0.0
5E
08-10-05
Club House
987.0
104.0
16.1
95
110.0
6E
08-10-05
Club House
989.0
101.4
13.2.
94
110.0
7E
08-10-05
Club House
-987.0
102.9
17.8
94
110.0
8E
08-10-05
Club House
989.0
100.2
1.6.5
91
110.0
9E
08-10-05
Club House
987.0
101.8
18.2
93
' 110,0
10E
08-10-05
Club House
989.0
104.2
11.7
95
110.0
11E
08-10-05
Club House
'987.0
103.1
15.1
94
110.0
12E
08-10-05
Club House
989.0
102.4
15.7
93
110.0
1557
08-11-05
Lot 88 B Front
982.5
103.9
i 10.6
93
112.0
15581
08-11-05
I Lot 88 B Back
983
101.6
11.5
91.
112.0
1559
08-11-05
Lot 8813 Front
, 984
105.8
9.6
94
112.0
15601
08-11705
Lot 88 B Back
984.5
107.7
9.2
96
112.0
15611
08-11-05
1 Lot 96 B Front
PG
106.0
8.8
95
1.12.0
15621
08-11-05
1 Lot 96 B Center
PC
104.4
12.4
93
1 112.0.
1563!
08-11-05
Lot 96 B Back
PG
108.1
9.2
97
112.0
1564:
08-1.1-05
1 Lot 97 B Front
PG
102.3
10.6
91 !
112.0
1565.
08-11-05
Lot 97 B Back
PC
105.1
13.0
94 I
112.0
15661
08-11-05
Lot 97 B Center
PG
107.4
11.8
96
1.12.0
15671
08-11-05
Lot 98 B Front
PG
108.8
9.0 i
97
112.0
1568
08-11-05
Lot 98 B Center
PG
105.3
I 13.1
94
112.0
1569
08-11-05
Lot 98 8 Back
PC 1
104.7
10.4
93
112.0
15701
08-11-05
Lot 68 B Front
971
93.5
I
17.1
83"
112.0
1571
08-11-05
Lot 68 B Back
970,5
94.3
I 1.8.9
84*
112.0
15721
08-11-05
I Lot 69 B Front
972
96.5
! 19.4
86*
112.0
1573
08-11-05
i Lot 69 B Back
971.5 I
95.1
! 18.5 I
85*
112.0
A 1
08-11-05
Lot 47 B Back
987.0
99.6
10.9 I
91
110.0
B
08-11-05
I Lot 47 B Back
989.0
100.7
13.1 ':
92
110.0
C
08-11-05
Lot 48 B Back
989.0
1023
14.7
93
110.0
D
08-11-05
Lot 48 B Back
989.0
105.1
12.8
95
110.0
1 F
08-11-05 I
Club House
991.0
105.3
13.7
95
110.0
2F
08-11-05
Club House
991.0
1.05.9
18.5
96
110.0
3F
08-11-05
Club House
992.0
104.5
13.5
95
110.0
4F
08-11-05
Club House
99:1.0
1.02.1
1.0.9
93
110.0
5F
08-11-05
Club House
991.0
103.4
11.7
94
110.0
6F
08-11-05
Club Flouse
.991.0
100.7
1.3.4
92
11.0.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: 'La Quinta, California REPORT NO: 06-02-120
Test No.E Date Tested Location Elevation Dry Dermity % Moist= Relative Maximum
1 I In Place I In Place ImCoaction I Densitv
1C
i 08-12-05
Club House
993.0
105.3
2G
08-12-05 I
Club T -louse
995.0
1031
3C
08-12-05
Club House
993.0
103.9
4G
08-12-05
Club House
995.0
101,7
5G
08-12-05
Club House
993.0
107.9
1H
08-13-05
Club House
993.0
103.1
2H
08-13-05
Club House
995.0
105.2
3T -I
08-13-05
Club ITouse
993.0
105.4
4H
08-13-05
Club House
995.0
103.6
5H
I 08-13-05
Club House
993.0
103.1
6H
I 08-1.3-05
Club House
995.0
101..9
7H
08-13-05
Club House
995.0
104.4
A
08-15-05
Lot 48 B Back
991.0
102.5
B
08-15-15
Lot 48 B Back
993.0
104.6
C
08-15-05 .
Lot 47 B Back
991.0
106.2
D
08-15-05
Lot 47 B Back '
993.0
105.9
E
08-15-05
Lot 72
990.0
108.1
F
( 0845-05
Lot 72
972.0
105.2
G
08-15-05
Lot 71
970.0
104.5
H
I 08-15-05 i
Lot 71
972.0
105.1
1
I 08-1.5-05 ;
Lot 70
970.0
100.4
I
I 08-15-05
Lot 70
972.0
105.7
K
1 08-1.5-05
Lot 69
971.0
100.9
L
( 08-15-05
Lot 69
973.0
102.3
M
I 08-15-05
Lot 68
971.0
108.2
N
1 08-15-05
i
Lot 68
973.0
106.4
AAI
08-16-05
Lot 60 Front
, 977
99.6
813
08-16-05
Lot 59 Front
977
1.05.6
CC
08-16-05
Lot 58 Front
977
104.3
DD
08-16-05
Lot 57 Front
979
101.8
EE
08-16-05
Lot 56 Front
, 974
108.8
FF
08-16-05
Lot 55 Front
979
152.4
GG
08-16-05
Lot 54 Front
979
102.9
HH
08-16-05
Lot 54' Back
979
103.6
IT
08-16-05
Lot 54 Back
979
105.2
J}
08-1.6-05
Lot 56 Back
979
102.1
KK
08-16-05 j1
Lot 57 Back'
979
101.2
LL
I 08-16-05 ;
Lot 58 Back -
977
99.3
DATE:
March 2, 2006
14.0
95
110.0
13.2
94
110.0
13.8
95
110.0
12.7
93
, 110.0
11.3
98
110.0
10.2
94
110.0
12.1
95
110.0
13.8
95
110.0
12.1
95
110.0
15.2
94
1.1.0.0
13.7
93
110.0
17.1
95
11.0.0
12.1
93
110,0
11.9
95
110.0
15.2
96 •
110.0
14.6
95
I 1.10.0
17.8
98
11.0.0
15.1
95
1 110.0
20.5
95
110.0
18.2
94
110.0
22.1
91
110.0
19.8 I
95
1.1.0.0
16.9 I
92
1 110.0
17.2 I
93
11.0.0
20.1
98
110.0
15.9 i
96
i 110.0
I
15,7
91
110.0
15.8
96
110.0
11.9
95
110.0
16.3
93
110.0
14.7
99
110.0
20.1
93
1.10.0
17.2
94
110.0
16.1
95
110.0
15.5
95
110.0
17.3
93 .
110.0
92
110.0
13.4
90
110.0
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. I Date Tested I Location
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
P:levation I Dry Density I % Moisture I Relative I Maximum
MM
08-16-15
Lot 59 Back
977
NN
08-16-05
Lot 60 Back
977
00
08-1.6-05
Lot 47 Back
995
PP
08-16-05
Lot 48 Back
995
QQ
08-17-05
Lot 68 Back
974
RR
08-17-25
Lot 68 Back
976
SS
08-17-05
Lot 70 Back
975
TT
08-17-05
Lot 70 Back
977
UU
08-17-05
Lot 72 Back
975
vv
08-17-05
Lot 72 Back
933
WW
08-17-05
Lot 74 Back
975
XX
08-17-05
Lot 74 Back
977
YY I
08-17-05 I
Lot 75 Back
97.4.
%'/_ I
08-17-05
Lot 75 back
976.0
AAAI
08-17-05 I
Lot 76 Back
973.0
BBB I
08-17-05 i
Lot 76 Back
975.0
CCCI
08-19-05
I
Lot 83 Back
971.0
DDD
08-19-05
Lot 84 Back
972.0
EEE
08-19-05
Lot 85 Back
972.0
FFF
08-1.9-05
Lot 86 Back
972.0
GGG
08-19-05
Lot 87 Back
973.0
HHFV
08-19-05 i
Lot 75 A
965.0
1:11
08-19-05 ;
Lot 75 A
967.0
jjj
08-19-05
Lot 75 A
965.0
KKK;
•08-19-05
Lot 75 A
967.0
LLL I
08-19-05
Lot 80 B
971.5
mmm
08-19-05
Lot 88 B
973.5
NNN
08-19-05
Lot 81 B
971.5
000 I
08-19-05
Lot 816 `
973.5
PPP I
08-19-05
Lot 82 B
971.0
QQQ .
08-19-05
Lot 82 B
973.0
RRR
08-20-05
Lot 75 A
969
SSS
08-20-05
Lot 75 A
969
'1'1'C
08-20-05
Lot 75 A
PG
UUU
08-20-05
Lot 75 A
PG
A
08-22-05
Lot 83 B Back
' 973.0
B
08-22-05
Lot 84 B Back
1 974.0
DATE: March 2, 2006
105.1
103.2
102.1
104.3
108.3
103.2
100.8
101.7
102.1
105.9
104.2
102.0
103.5
100.4
105.2
1.02.1
100.5
101.6
i
103.2
104.0
102.4
94.4
1.01.7
106.3
100.8
'100.7
102.3
101.3
104.6
102.9
100.1
102.6
104.0
105.1
102.8
108.2
1.04.3
11.9
15.2
13.6
12.9
11.2
14.4
13.2
15.7
16.3
15.2
18.1
17.4
15.7
13.2
16.7
14.8
17.5
1.8.5
19.2
20.4
16.9
18.7
17.2
18.4
22.1.
1.9.5
19.2
20.1
17.8
19.2
20.4
7.4
7.7
6.9
7.3
13.2
19.3
95
94
93
95
98
94
92
93
93
96
95
93
95
91
95
93
92
93
94
95
93
90
93
96
92
92
93
92
95
94
91
93
95
96
93
98
95
110.0
110.0
110.0
110.0
110.0
11.0.0
110.0
'11.0.0
110.0
110.0
110.0
110.0
110.0
110.0
11.0.0
110.0
110.0
110.0
11.0.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
I 110.0
110.0
110.0
110.0
1 110.0
110.0
j 110.0
SJadden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. I
Date Tested 1
Location Elevation 1
Dry Density
In Place
% Moisture I
In Place
Relative
Co action
Maximum
Den4it
C 08-22-052
Lot 85 B Back 974.0
102.9
17.7
94
110.0
D 08-22-05
Lot 86 B Back 974.0
105.2
16.9
95
110.0
E 08-22-05 ;
1
Lot 87 B Back 975.0
100.9
18.2
92
110.0
1574 08-23-05
Lot 35 B3 Front ' 989
103.4
8.8
94
110.0
1575 08-23-05
Lot 35 B Front 991
101.5
9.9
92 {{`
110.0
1576 08-23-05 i
Lot 36 B Front 990
101..4
12,5
92 I
110.0
1577 08-23-05
Lot 36 B Front 992 i
105.0
10.7
95
110.0
1578 08-23-05 t
Lot 35 B Back 984 '
104.3
1.0.2
95
110.0
1579 08-23-05
Lot 35 B Back 986
102.2
11.7
93
110.0
1580 08-23-05
Lot 36 B Back 984
100.8
9.1
92
110.0
1581 08-23-05
Lot 36 83 Back 986 i
104,5
8.4
95
110.0
1582 08-23-05
Lot 35 B Front 993
106.7
8.9
97
110.0
1583 08-23-05
Lot 35 B3 Front 995
103.3
10.4
94
110.0
1584 08-23-05
Lot 36 B Front 994
101.0
7.9
92
110.0
1585 08-23-05
Lot 36 B Front 996
105.4
9,2
96
110.0
1586 08-23-05
Lot 35 B Back. 988
104.6
.11.8
95
110.0
1587 08-23-05
Lot 35 B Back 990
100.9
10.6
93
110.0
1588 08-23-05
Lot 36 B Back 988
102.3
10.4
93
1.1.0.0
1589 08-23-05
Lot 36 B Back 990
101.7
9.0
I 92
110.0
A 08-23-05
Lot 77 B Back 966.0
107.1
' 12.6
J 97
110.0
B 08-23-05
Lot 77 B Back 968.0
105.4
16.2
I 95
7.10.0
C 08-23-05
Lot 75 B Back 967.5
98.1
22.9
89*
110.0
D 08-23-05
Lot 75 B Back 967.5
98.1
; 22.9
I 89"
110.0
E ! 08-23-05
Lot 76 B Back 967.0
107.8
i 18.2
97
110.0
F 08-23-05
Lot 76 B Back 969.0
101.2
j 16.7
92
110.0
C 08-23-05
Lot 77 B Back 966.0
.105.9
17.2
I 95
110.0
H i 019-23-05
Lot 77 B Back 968.0
103.1
15.1
94
110.0
I
15901 08-24-05
I Lot 34 B Front 992
103.3
8.6
94
110.0
1591; 08-24-05
i Lot 34 B Front 993.5
102.1
10.5
93
1 110.0
1592; 08-24-05
Lot 34 B Back 985
1.06.0
9.4
96
17.0.0
15931 08-24-05
Lot 34 B Back 987
103.9
8.8
94
I 110.0
1594 08-24-05
Lot 35 B Front 996
105.5
12.1
96
110.0
1595 I 08-24-05
'Lot 35 B Front 997
104.4
11.3
95
I 110.0
1596 j 08-24-05
Lot 36 B Back 992
106.9
10.0
97
170.0
1.597 08-24-05
Lot 36 B Back 994
102.8
13.5
93
110.0
1598 08-24-05
I� Lot 34 B Hack 988.5
100.7
11.0
92
110.0
1599 08-24-05
f Lot 34 B Back 990.5
102.5
9.5
93
110.0
1600 08-24-05
I Lot 34 8 hack 992
105.8
8.7
96
110.0
1601 08-24-05
Lot 34 B Back • 993
104.0
10.4
95
110.0
DATE: March 2, 2006
Slardden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. I Date Tested I Location )elevation I Dry DensityI % Moisture I Relative Maximum
In Place In Place Compaction Densitv
1602
08-25-05
Lot 3413 Front
1603
08-25-05
Lot 34 B Back
1604
08-25-052
Lot 35 B front
1605
08-25-05
Lot 35 B Back
1606
08-25-05
Lot 36 B Front
1607
08-25-05
Lot 36 b Back
1608
08-25-05
Lot 35 B Back
A
08-25-05
Lot 66 B Back
B
08-25-05
Lot 66 B Back
C
08-25-05
Lot 64-B Back
D
08-25-05
Lot 64 B Back
E
08-25-05
Lot 65 B Back
F
08-25-05
Lot 65 13 Back
G
08-25-05
Lot 64 B Back
H
08-25-05
Lot 64 B Back
1
08-25-05
Lot 66 B Back ,
1
08-25-05
Lot 66 B Back
K
08-25-05 !
Lot 65 B Back
L
08-25-05
Lot 65 B Back
M.
08-25-05 I
Lot 67 B Back
N
08-25-05
Lot 67 8 Back
O
08-25-05 1
Lot 67 B Back
P i
08-25-05 i
Lot 67 B Back
1609!
08-26-05
Lot 33 B Center
16101
08-26-05
Lot 34 B Center
16111 08-26-05 Lot 35 B Center
1612
08-26-05
Lot 36 B Center
1613 i
08-26-05
Lot 34 B Back
16141
08-26-05
Lot 35 B Back
1615;
08-26-05
Lot 35 B Back
1616
.08-26-05
Lot 36 B Front
16171
08-26-05
Lot 36 B Back
1618i
08-26-05
Lot 75B Front
16191
08-26-05
Lot 75 B Front
1620
08-26-05
Lot 76 B Front
16211
08-26-05'
Lot 76 B Front
1622
1623
1624
08-29-05
08-29-05
08-29-05
DATE: March 2, 2006
Lot 55 B Back
Lot 55 B Back
Lot 58 B Back
995
994.5
998
992
997.5
996
99.4
997.0
999.0
978.0
980.0
977.0
.979.0
978.0
980.0
977.0
979.0
979.0
979.0
976.0
978.0
976.0
978.0
992
99.4.
994
995
995.5
995.5
997
998.5
997.5
966
968
966
968
1.00.4
102.3
105.1
103.6
107.1
104.0
105.5
104.1
1.01..2
106.3
102.9
103.7
104.2
109.0
101.4
103.9
106.2
101.3
105.3
105.1
102.4
104.7
101.8
101.1
102.5
105.3
101.7
'103.6
100.1
101.8
106.1
104.0
'101.3
94.5
103.3
102.0
9.1
13.7
11..0
9.0
8.6
10.4
12.6
13.2
14.9
15.6
12.9
13.9
15.2
13.9
17.2
19.5
14.7
17.0
1.3.4
13.9
13.0
13.6
11.9
11.3
14.1
12.4
11.3
10.0
8.3
13.4
13.2
12.5
'16.9
20.4
15.5
14.3
`981.0
108.2
15.5
983
102.5
14.9
979.5
105.4
19.2
91 110.0
93 110.0
96 110.0
94 110.0
97 110.0
95 110.0
96 110.0
95 11.0.0
92 110.0
96 110.0
94 110.0
93 110.0
95 I 110.0
99 11.0.0
92 11 U.0
95 110.0
96 110.0
92 110.0
95 110.0
95 1.10.0
93 110.0
95 110.0
93. I 110.0
92 110.0
93 110.0
96 11.0.0
92 110.0
94 110.0
91 110.0
93 I 1.10.0
96 110.0
95 I 110.0
90 112.0
84* 112.0
92 112.0
91 112.0
91 119.0
92 112.0
94 112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison -Club
LOCATION: La Quinta, California
PROJECT NO: 5224810
REPORT NO: 06-02-120
Test No.
Date Tested
Location
Elcvation
Dry Density
In Place
I % Moisture
I 1n Placc
Relative
Compaction
Maximum
Densi
1625
08-29-05
Lot 58 B Back
981.5
105.6
16.7
94
112.0
1626
08-29-05
Lot 54 B Back
'981
103.8
16.0
93
112.0
1627i 08-29-05
Lot 54 B Back
983
103.4
15.3
92
112.0
16281
08-29-05
Lot 5313 Front
:980
106.5
14.7
95.
112.0
16291 08-29-05
Lot 53 Front
982.0
102.3
17.3
91
112.0
1630 08-29-05
Lot 56 B Front
981
108.9
.16Z
92
1.1.9.0
1631; 08-29-05
Lot 56 B Front
983
107.6
13.2
I 96
112.0
16321
08-29-05
Lot 57 B Front
'981
1.04.8
15.1
1 94
112.0
16331
08-29-05
Lot 57 B Front
983
103.4
12.0
1 92
112.0
1634;
08-29-05
Lot 54 B Front
'781
107.2
11.6
96
1.12.0
16351
08-297-05
Lot 54 B Front
983
105.6
13.1
1 94
112.0
1636
i 08-29-05
Lot 55 B Front
981.
104.0
13.8
93
1.12.0
1637'
08-29-05
Lot 55 B Front
983
105.3
12.6
94
112.0
16381
08-29-05
I Lot 58 B Front
980
103.3
10.9
92
112.0
16391
08-29-05
' Lot 58 B Front
1982
101.5
1.2.4
91
112.0
1.640;
08-29-05
� Lot 56 B Back
981
r 108.0
11.3
93
112.0
1641
08-29-05,
Lot 56 B Back
983
106.1
1.5.0
95
112.0
16421
08-29-05
Lot 57 B Back
980
105.5
14.4
94
112.0
16431
08-29-05
Lot 57 B Back
982
104.7
11.9
93
i 112.0
1644
08-30-05
Lot 53 B Back
P984
105.9
16.6
96
110.0
1645
08-30-05
Lot 54 B Back
' 985
106.5
12.5
96
110.0
1646
08-30-05
Lot 55 B Back
985
108.9
9.8
99
i 110.0
1647:
08-30-05
Lot 56 B Back
984.5
102.3
15.2
93
110.0
1648'
08-30-05.
loot 57 8 Back
984.0
104.2
13.9
95
j 110.0
1649
08-30-05
Lot 58 B Back
983.0
107.3
17.1
97
; 110.0
1650
08-30-05
Lot 59 B Back
979.0
1.03.1
16.4
94
110.0
1651
08-30-05
Lot 59 B Back
981.0
100.8
11.9
92
110.0 •
1.652
I 08-30-05
Lot 60 B Back
979.0
105.2
13.7
95
110.0
16531
08-30-05
Lot 60 B Back
981.0
103.4
15.5
94
110.0
1654
08-30-05
Lot 35 B Front
: 999
104.1
14.3
93
112.0
1655
08-30-05
Lot 36 B Front
999.5
106.8
15.2
95
112.0
16561
08-30-05
Lot 35 B Back
998
I 102.2
13.1
I 91
112.0
1657
08-30-05
Lot 35 B Back
999
i 101.3
11.8
90
1.12.0
1658
08-30-05
Lot 36 B Back
998.5
105.1
13.3
I 91
112.0
1659
08-30-05
Lot 36 B Back
1000
( 103.0
14.7
92
112.0
1660
08-31-05
Lot 59 B Front
982.0
103.2
12.8
94
110.0
1661
08-31-05
Lot 59 B Front
984.0
102.3
15.5
93
110.0
1662
08-31-05
Lot 60-B Front
982.0
106.8
10.9
95
110.0
1663
08-31-05
Lot 60 B Front
984.0
102.4
11.2
93
1 110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density I % Moisture Relative I Maximum
I In Place I In Place I COMDaction I Densitv
1664
1665
1666
1667
1668
1669
1670
1671
1672
1673
1674
08-31-05
08-31-05
08-31-05
08-31-05
08-31-05
08-31-05
08-31-05
08-31-05
08-31-05
08-31-05
08-31-05
1675 09-01-05
1676 09-01-05
1677 09-01-05
1678 09-01-05
1679 09-01-05
1680 09-01-05
1681 09-01-05
1682 09-01-05
16831 09-01-05
16841 09-01-05
1685, -09-01-05
16861 09-01-05
1687: . 09-01-05
1688 09-01-05
1689 09-01-05
1690 09-01-05
16911 09-01-05
1692
1.693
1694
1695
1696
1697
1698
1699
1700
1701
1.702
09-07-05
09-07-05
09-07-05
09-07-05
09-07-05
09-07-05
09-07-05
09-07-05
09-07-05
09-07-05
09-07-05
DATE: March 2, 2006
Lot 64 B Center
975.0
104.9
13.8
95
110.0
Lot 61. 8 Center
977.0
103.2
15,12
94
110.0
Lot 61 B Center
979.0
106.4
14.7
96
110.0
Lot 59 B Back
982.0
102.2
15.8
93
1.1.0.0
Lot 59 B Back
984.0
105.6
11.9
96
110.0
Lot 60 8 Back
982.0
104.3
14.3
95
10.0
Lot 60 B Back
984.0
106.8
113.6
97
110.0
Lot 31 8 Front
993
101.3
8.1
92
110.0
Lot 31 B Back
995
100.4
7.6
91
110.0
Lot 32 13 Front
993.5
102.5
9.3
93
110.0
Lot 32 B Back
995
101.8
8.4
93
I 110.0
I
Lot 60 B Front
985.0
102.7
15.4
94
110.0
Lot 61 B Front
981.0
99.1
17.7
90
i 110.0
Lot 61 B Front
983.0
107.6
14.6
98
j 110.0
Lot 62 B Front
978.0
100.4
12.8
91
110.0
Lot 62 B Front
980.0
103.3
17.4
94
j 110.0
Lot 63 B Front
979.0
1.00.2
1.3.7
91
110.0
Lot 63 B Front
981.0
104.2
13.3
95
I
110.0
Lot 64 B Front
981..0
165.4
15.2
95
110.0
Lot 64 B Front
983.0
106.9
16.3
97
110.0
Lot 64 B Back
980.0
103.7
I 14.4
95
110.0
Lot 64 B Back
982 I
103.2
15.2
94
110.0
Lot 63 B Back
979 I
101.4
13.9
92
110.0
Lot 63 B Back
981.0
1.07.2
1.6.3
I 97
110.0
Lot 62 B Back
979.0
100.2
15.4
91
110.0
Lot 62 B Back
981.0 I
105.8
14.6
96
110.0
Lot 61 B Back
981.0 ;
103.6
15.9
95
110.0
Lot 61 B Back
985.0
i
102.9
15.3
94
110.0
Lot 103 B Front
PC I
107.1
8.8
96
i 112.0
Lot 103 B Center
PC '
105.4
10.2
94
112.0
Lot 10313 Back
PG
104.3
9.7
93
112.0
Lot 104 B Front
PC
106.0
10.5
95
112.0
Lot 104 B Center
PG
103.3
8.7
92
112.0
Lot 104 B Back
PC
104.5
8.1
93
112.0
Lot 60 B Front
986
107.3
9.9
96
112.0
Lot 60 B Back
985.5
1.03.5
12.5
I 92
112.0
Lot 60 B Center
936
103.7
13.4
1 93
112.0
Lot 61 B Front
986
104.5
11.2
93
112.0
Lot 61 B Back
985.5
101.3
1.4.1.
90
, 112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 5224810
REPORT NO: 06-02-120
Test No.I Date Tested Location Elevation" I Dry Density I
% Moisture I Relative i Maximum
In Place In Place Compaction Densitv
1703
09-07-05
Lot 61 B Center
1704
09-07-05
Lot 62 B Front
1705
09-07-05
Lot 62 B Back
1706
09-08-05
Retest # 1104
1707
09-08-05
Retest # 1.1.15
1708
09-08-05
Retest # 1105
1709
09-08-05
Lot 108 B Front
1710
09-08-05
Lot 108 B Back
1711!
09-08-05
I Lot 112 B Front
1712!
09-08-05
Lot 112 B Back
1713E
09-08-05
Lot 113 B Front
17141
09-08-05
I Lot 113 8 Front
1715
09-08-05
Lot 113 B Back
1716
09-08-05
Lot 113 B Back
1717
09-08-05
Lot 114 B Front
1718
09-08-05
Lot 114 B Back
1719
09-08-05
Lot 116 B Front
1720
09-08-05
Lot 116 B Back
1721
09-08-05
Lot 106 B Front
1722
09-08-05
Lot 10611 Center
1723-
09-08-05
Lot 106 B Back
'17241
09-08-05
Lot 107 B Front
1725!
09-08-05
Lot 107 B Hack
1726;
09-08-05
Lot 108 B Front
1727!
09-08-05
Lot 106 B Hack
1728
09-08-05
1 Lot 108 B Center
1729
09-08-05
I Lot 109 B Front
1730
09-08-05
! Lot 109 B Back
1731
09-08-05
Lot 110 B Front
1732
09-08-05
Lot 110 8 Back
1733
09-08-05
! Lot 113 B Front
1734
09-08-05
Lot 113 B Back
1735 I
09-08-05
Lot 11313 Center
1
Contour Grading
17361
09-12-05
Per Plan
1737
09-12-05
Per Plan
17381
09-12-05
Per Plan
1739
09-12-05
Per Plan
1740
09-12-05
Per Plan
DATE: March 2, 2006
985.5
983
983.5
1.03.5
105.5
101.0
103.4
104.6
101..9
! 980 I 100.8
980 102.6
'981 105.5
981 105.2
979 104.3
981 103.1
979.5 100.6
9811.5 :106.1
983 104.3
983 104.1
979 96.3
`979 95.1
PC I 107,2
PC i 105.3
PC 106.5
PC 104.1
PC 102.6
PC I 101.4
PC 105.5
PC 103.7
PC 103.4
PC 106.6
PC 107.7
PG 106.3
PC 108.5
PC 105.3
PC 106.9
12.6
11.2
10.7
9.0
10.3
8.7
8.5
10.6
1.1..3
9.4
12.2
11.0
13.3
8.3
12.7
1.0.9
5.4*
4.63*
8.1
11.4
9.9
8.8
7.9
10.7
13.0
1.:1..8
10.9
9.4
7.8
8.4
8.9
10.5
9.8
92
94
90
92
93
91
90
92
94
94
93
92
90
95
93
93
86*
85*
96
94
95
93
92
91
94
93
92
95
96
95
97
94
95
112,0
112.0
1.12.0
112.0
112.0
112.0
112.0
11.2.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
11.2.0
112.0
112.0
112.0
112.0-
112.0
1'12.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
980
100.4
12.3
90
112.0
980
108.1
9.6
97
112.0
979.5
95.7
10.3
85*
112.0
4980
96.3
12.8
86*
112.0
979.5
103.5
11.1
93
112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Date Tested I Location Elevation Dry Deniity I % Moisture I Rclativc I Maximum
In Place In Place Comvaction Density
1741
09-12-05
Per Plan
1.742
09-12-05
Retest # 1719
1743
09-12-05 !
Retest 9 '1720
17441
09-12-05
Lot 116 B Front
17451
09-12-05
Lot 116 B Back
1746
09-12-05
Lot 116 B Center
1747
09-12-05
Lot 50 B Front
1748
09-13-05
Lot 50 B Front
1749
09-13-05
Lot 49 B Back
1750
09-13-05
Lot 4913 Back
1751
09-13-05
Lot 50 B Back
1752
09-13-05
Lot 50 B Back
1753
09-13-05
Lot 49 B Front
1754
09-1.3-05
Lot 46 8 Front
9.3
92
112.0
17551
09-13-05
Lot 87 B, Front
1756
09-13-05
Lot 87 B Back
1757.
09-13-05
Lot 86 8 Front
1758
09-13-05
Lot 86 B Back
1759! 09-13-05 1 Lot 85 B Front
17601 09-13-05 i Lot 85 8 Back
17611 09-13-05. Lot 84 B Fron
1762 09-13-05 i Lot 84 B Back
17631 09-13-05 L.ot 83 B Fron
1.764 09-13-05 i Lot 83 B Back
1765 09-13-05 Lot 82 B Fron
1766 09-13-05 Lot 81 B Fron
1767 09-13-05 Lot 80 8 Fron
1768 09-14-05 Retest A 1738
17691 09-14-05 � Retest # 1739
17701 09-14-05 I Per Plan
17711 09-14-05 Per Plan
17721 09-14-05 Per flan
1.773 09-14-05 Per Plan
1774 09-14-05 1 Per Plan
1775 09-14-05 Per Plan
1776 09-14-05 i Per Plan
1777 09-14-05 Per Plan
1778 09-14-05 Per Plan
1779 09-14-05 Per Plan
DATE: March 2, 2006
980.5 104.0
1.03.2
101.5
PC 106.3
PC 104.7
PC 104.1
985 104.6
987 104.8
986 1.06.3
988 103.5
985 107.1
987 102.9
982.5 105.7
987.5 103.5
PC 102.8
PC 104.0
PG 106.4
PC 105.5
' PG 103.3
PC 107.1
PC 101.8
PC 104.6
PC 100.8
PC 101..4
PC 96.5
PC 97.1
PC 95.4
I
104.1
I 101.5
981.5 101.6
982 105.5
982 103.7
983 100.9
983.5 105..4.
983.5 102.7
984 107.1
983.5 105.3
984 104.0
9835 102.3
10.2
93
t
8.4
92"
112.0
8.9
i 91
112.0
11.4
95
t
13.5
93
112.0
12.6
93
t
9.8
93
t
12.3
94
t
10.5
95
112.0
13.2
92
112.0
11..3
96
112.0
14.0
92
112.0
13.4
94
112.0
11.1
92
112.0
9.3
92
112.0
8.8
93
112.0
10.5
95
112.0
9.1
94
112.0
12.1
92
112.0
8.7
i 96
112.0
8.5
1 91
112.30
980.5 104.0
1.03.2
101.5
PC 106.3
PC 104.7
PC 104.1
985 104.6
987 104.8
986 1.06.3
988 103.5
985 107.1
987 102.9
982.5 105.7
987.5 103.5
PC 102.8
PC 104.0
PG 106.4
PC 105.5
' PG 103.3
PC 107.1
PC 101.8
PC 104.6
PC 100.8
PC 101..4
PC 96.5
PC 97.1
PC 95.4
I
104.1
I 101.5
981.5 101.6
982 105.5
982 103.7
983 100.9
983.5 105..4.
983.5 102.7
984 107.1
983.5 105.3
984 104.0
9835 102.3
10.2
93
1.12.0
8.4
92"
112.0
8.9
i 91
112.0
11.4
95
112.0
13.5
93
112.0
12.6
93
112.0
9.8
93
112.0
12.3
94
112.0
10.5
95
112.0
13.2
92
112.0
11..3
96
112.0
14.0
92
112.0
13.4
94
112.0
11.1
92
112.0
9.3
92
112.0
8.8
93
112.0
10.5
95
112.0
9.1
94
112.0
12.1
92
112.0
8.7
i 96
112.0
8.5
1 91
112.30
10.4
I 93
112.0
9.3
90
112.0
9.9
91 i
112.0
12.2
i 83* !
112.0
11,4
I 89* I
112.0
1.0.2
85*
112.0
14.4
93
112.0
11.5
91
112.0
12.4
91 i
1.12.0
12.9
94 '
112.0
10.7
93 i
112.0
15.1
I 90
112.0
14.2
94
112.0
10.7
92
112.0
12.0
96
112.0
14.1
94
112.0
16.7
93
1.1.2.0
12.5
91 I
112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.
Date Tested
I Location Elevation
Dry Densiry
In Place
% Moisture
In Place
Relative
Compaction
Maxir tum
Density
1780 09-15-05
Lot 77 B Front 1969
103.4
11..5
92
112.0
1781 09-15-05
Lot 77 8 Back 969
105.1
9.6
94
112.0
1782 09-15-05
Lot 76 B Front 970
101.8
I 13.5
91
112.0
1783 09-15-05
Lot 76 B Back 969.5
102.1
i 10.7
91
1.1.2.0
1784 09-15-05
Retest #
104.3
15.1
93
112.0
17851 09-15-05
Lot 75 B Front '970
100.9
j 14.0
90
11.2.0
1786 09-15-05
Retest # D 8/23/05
103.3
i 12.8
92
112.0
17871 09-15-05
Retest.# D 8/23/05
1.05.5
I 16.5
94
112.0
17881 09-15-05
Lot 75 B Back 969.5
107.2
11.8
96
112.0
17891 09-15-05
Lot 74 B Front 970.5
1.03.4
14.9
92
112.0
1.7901 09-15-05
Lot 74 B Back 970.5
101.1
12.8
90
112.0
i
17911 09-15-05
Lot 73 B Front 971.5
106.6
1.3.3
95
112.0
1792 09-15-05
Lot 73 8 13ack 971.5
104.0
10.6
93
112.0
17931 09-15-05
Lot 72 B Front 973.5
108.1
11.3
97
112.0
1794 I 09-15-05
Lot 72 B Back 973.5
106.2
9.7
95
112.0
1795 09-15-05
Lot 7713 Front PG
10.8
125.0
93
112.0
17961 09-15-05
Lot 77 B Back PC
1.06.9
10.7
95
1.12.0
1797; 09-15-05
Lot 77 B Center PG
102.6
11.1
92
I12,0
'17981 09-16-05
Lot 70 B Back ; PG
11.3.0
11.5
95
119.0
1799i 09-16-05
Lot 70 B Center . PG
113.4
9.9
95
119.0
18001, 0946-05
Lot 71 B Back PG
116.3
9.4
98
119.0
1801 09-16-05
Lot 71 Center 1'G
1.12.8
12.3
95
119.0
I
18021 09-16-05
Lot 71 B Front PG
116.1.
10.2
98
119.0
18031, 09-16-05
Lot 72 B Front PC
111.8
8.7
94
119.0
1804! 09-1.6-05
Lot 72 B Center PG
107.1
10.6
90
112.0
18051 09-16-05
Lot 72 B Back PC
114.0
8.8
; 96
I 119.0
1906! 09-16-05
Lot 73 B Back PC
106.3
1.3..4
95
112.0
.1.807' 09-16-05
Lot 73 8 Center PG
115.9
11.0
97
19.0
18081 09-16-05
Lot 73 B Front PC
11.7.3
12.7
99
11.9.0
1809 09-16-05
Lot 74 B PC,
'112.6
9.8
95
119,0
1810 09-16-05
Lot 74 B PC
11.2.2
14.0
94
� 119.0
1811 I 09-16-05
Lot 74 B PC
1083
11.1
97
i 112.0
1812 09-16-05
Lot 75 B PG
107.2
8.4
96
112.0
1813 09-16-05
Lot 75 B ' PG
116.6
10.7
98
119.0
1.814 09-16-05
Lot 75 B PC
116.1
12.4
98
119,0
1815 09-16-05
Lot 76 B PG
108.3
9.6
97
112.0
1816 09-16-05
Lot 76 B PG
117.7
8.3
99
1.19.0
1817 09-16-05
Lot 76 B PC
114.4
10.5
96
119.0
1818 09-16-05
l Lot 21 B Front 990
100.8
11.0
90
112.0
1819 09-16-05
f Lot 67 B Front PG
109.1.
9.4
92
119.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.
I Date Tested
Location Elevation
I Dry Density
In Place
% Moisture
In Place
Relative
(Compaction
Maximum
Density
1820
09-16-05
Lot 67 B Back PG
108.4
10.1
97
112.0
1.821.
09-16-05
Lot 67 B Center. PG
107.0
9.2
96
112.0
1822
09-16-05
Lot 68 B Front PG
111.5
1019'
94
1.19.0
1823
09-16-05
Lot 68 S Center PC
113.4
8.8
95
119.0
1824
09-16-05
Lot 68 B Back PG
110.9
8.5
93
119.0
1825
09-16-05
Lot 6913 Back PG
115.1
13.1
97
119.0
1826
09-16-05
Lot 69 B Center PG
116,3
11.5
98
119.0
1827
09-16-05
Lot 69 B Front PG
113.8
12.6
96
119.0
1828
09-16-05
Lot 70 B Front PG
114.3
10.0
96
119.0
1829
09-16-05
Lot 2113 Back 898.5
102.1
13.4
91
I 112.0
18301
09-1.6-05
Lot 20 B Front 989
1.05.3
10.6
94
112.0
1831
09-16-05
Lot 20 B Back 989
101.5
11.3
91
I 11.2.0
1.832
09-16-05
Lot 19 3N Front 988.5
i 1.00.9
9.3
90
112.0
1833
09-16-05
Lot 19 B Back 988.5
101.4
10.7
91
1.12.0
1834
09-16-05
Lot 18 B Front 989
103.3
11.8
I�I
I 92
112.0
1835
09-16-05
Lot 18 B Back .988.5
102.2
14.1
I 91
112.0
1836
09-19-05
Lot 21 B Front 991
103.1
10.0
92
112:0
1837
09-19-05
Lot 21 B Back 991
101.6
9.6
91
i 112.0
1838
09-19-05
Lot 20 B Front 990.5
105.3
11.4
94
1.12.0
1839
09-19-05
Lot 20 B Back 991
104.4
9.3
93
112.0
1840
09-19-05
Lot 19 B Front 990.5
101.3
12.4
90 ;
112.0
1.8.41
09-1.9-05
Lot 19 B Back 990
102.7
11.8
92 j
112.0
1842
09-19-05
Lot 21 B Front 992.5
106.1
1.3.1.
95 I
112.0
1843
09-19-05
Lot 21 B Back 992
j 103.3
10.9
92
112.0
.1844
09-19-05
Lot 20 B Front 992
104.4
8.8.
.93
112.0
1845
09-19-05
I Lot 20 B Back 992.5
I 100.8
11.3
90
112.0
1846
09-19-05
i Lot 19 B Front '992.5
102.0
12.9
91 (
112.0
1847,
09-1905
I Lot 19 B Hack 992
I
; 104.1
12.5
93 I
112.0
1848
09-20-05
i Lot 21 B Front 993.5
100.5
8.1
90
112,0
1849
09-20-05
. Lot 21 B Back 993
94.3
4.2"
84"
112,0
1850
09-20-05
Lot 20 B Front 993
I 93.6
3.3*
84*
112.0
1851
09-20-05
Lot 20 B Back 993.5
99.1
2.9*
88*
112.0
1852
09-20-05
Lot 19 B Front 99.4.
95.3
4.0"
85"'
112.0
1853
09-20-05
Lot 19 B Back 993.5
97.1
3.6*.
87*
112.0
1854
09-20-05
Lot 22 B Front 990
101.4
9.1
92
1.1.0.0
1855
09-20-05
Lot 22 B Back 990
101.1
8.3
92
110.0
1856
09-20-05
Lot 23 B Front 986
103.3
10.0
94
I 110,0
1857
09-20-05
Lot 23 B Back 988
102.7
9.6
93
110.0
1.858
09-20-05
Lot 22 8 Front ..991.5
104.1
8.0
95
� 110.0
DATE: March 2, 2006
• .Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No.Date Tested Location F,levation I Dry Density I % Moisture I Relative I Maximum
I I In Place In Place Comoaction Density
1859
09-20-05
Lot 22 B Back.
991
101,6
11.3
1860 I
09-20-05
Lot 23 B Front
987.5
94.0
4.5*
1861
09-20-05
Lot 23 B Back
989
94.1
3.3
1862
09-21-05
Retest 1i
102.6
12.5
1863
09-21-05
Retest #
105.3
14.8
1864
09-21-05
Retest b
104.7
15.7
1865
09-21-05
Retest #
100.8
11.3
1866
09-21-05
Retest k
103.0
9.9
1867
09-21-05
Lot 21 B Front
994.5
95.1
13.3
1868
09-21-05
I Lot 21 13 Back
995
96.5
15.1
1869
09-21-05
Lot 20 B Front
995
94.1
12.4
1.870
09-21-05
Lot 20 B Back
994.5
97.2
11.8
18711
09-21-05
Lot 19 B Front
995
93.1
1.4..7
1872
09-21-05
Lot 19 B Back
995
97.3
10.9
1873
09-21-05
Lot 1.7 B Front
989
103.1
8.7
1874
09-21-05
Lot 17 B Back
989.5
100.6
12.1
1875,
09-21-05
Lot 16 B Front
989.5
101.5
9.6
1876:
09-21-05
Lot 16 B Back
990
102.0
13.4
18771
09-22-05
Lot 30 B Front
993
101.4
10.3
1878
09-22-05
Lot 30 B Front
995
103.0
1.4.1.
1879.
09-22-05
Lot 30 B Back
990
104.5
13.6
1880
09-22-05
1 o 30 B Back
992
104.1
j 12.2
18811
09-22-05
Lot 31 B Front
995
100.4
8.8
18821
09-22-05
Lot 31 B Front
996.5
106.3
11.4
1883 ,
09-22-05
Lot 31 B Back
997.
102.7
15.6
1884 I
09-22-05
Lot 31 B Back
'998
102.5
14.3
1885!
09-22-05
1 l..ot 30 8 Back
994
105.25
1.2.1.
1.886 ;
09-22-05
Lot 30 B Back
996
106.8
16.3
1887 i
09-22-05
Lot 18 B Front
990.5
I 100.3
9.2
18881
09-22-05
Lot 18 B Back
990
101.3
10.4
1889
09-22-05
Lot 17 B Front
990 i
102.5
8.7
1890
09-22-05
Lot 17 B tack
'990.5
99.1
9.5
1891
09-22-05
Lot 16 B Front
990.5
99.4
8.1
1892
09-22-05
Lot 16 B Back
991
101.0
10.7
1893
09-23-05
Lot 17 Front
989.6
99.9
13.6
1894
09-23-05
Lot 17 Front
990.0
99.2
14.74
1895
09-23-05
Lot 18 Front
991.5
101.2
12.9
1896
09-23-05
Lot 18 Back
995.4
99.5
13.1
92 110.0
85* 110.0
86* 110.0
92 112.0
94 112.0
93 112.0
90 112.0
92 112.0
93 102.0
95 102.0
92 102.0
95 102.0
91 102.0
95 102.0
94 110.0
91 110.0
92 110.0
93 110.0
91 112.0
92 112.0
93 112.0
93 112.0
90 112.0
95 112.0
92 112.0
92 112.0
94 112.0
95 112.0
91 110.0
92 110.0
93 110.0
90 110.0
90 110.0
92 11.0.0
91 110.0
90 110.0
92 110.0
90 I 110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 5224810
REPORT NO: 06-02-120
Tcst No.I Date Tested j Location - Elevation f Dry Density% Moisture I Relative I Maximum
In Place In Place Comnaction Densitv
1897
09-23-05
Lot 23 Front 996.5
99
18.1
90
110.0
1898
09-23-05
Lot 23 Back 989.5
101.7
13.2
I 92
110.0
1899
09-23-05
Lot 24 Front 989.5
99.6
12.1
91
11.0.0
1900
09-23-05
Lot 24 Back 986.5
49.9
15.6
I 91
110.0
1901
09-23-05
Lot 23 Front 989.5
100.4
15.9
91
' 110.0
1902
09-26-05
Lot 29 B Front 990.5
101.6
9.9
I 92
� 110.0
1903
09-26-05
Lot 29 B Front 992
103.8
11.1
94
110.0
1904
09-26-05
Lot 28 B Front 991
104.0
8.6
95
110.0
1905
09-26-05
Lot 28 B Front 992.5
100.8
10.7
92
110.0
1906
09-26-05'
Lot 29 B Back 990.5
1.00.4
j 12.5
91
110.0
1907
09-26-05
Lot 29 B Back 992.5
1 102.0
10.3
93
110.0
1908
_ 09-26-05
Lot 28 6 Back 990
704.3
9.5
95
110.0
1909
09-26-05
Lot 28 B Back . 992
101.2
13.41
.92
110.()
1910
09-26-05
Lot 25 B Front - 989
101.8
j 16.6
93
110.0
1911
09-26-05
Lot 25 8 Front 991
103.4.
17.1
92
.112.0
1912
09-26-05
Lot 25 B Back • 990
105.5
13.6
96
110.0
1913
09-26-05
Lot 25 0 Back 992
102.7
14.8
93
110.0
1914
09-26-05
Lot 26 B Front 989.5
101.0
12.6
92
.110.0
1915
09-26-05
Lot 26 B Front 991.5
106.3
10.8
97
110.0
1916
09-26.05
Lot 26 B Back 1991
100.4
16.0
91
110.0
1917
09-26-05
Lot 27 B Front 991.5
103.3
12.9
94
110.0
1918
09-26-05
Lot 27 B Back 991
102.5
11.1
93
110.0
1919
09-27-05
Lot 9 B Front 995
101.3
8.4
92
110.0
1920
09-27-05
Lot 9 B Front 9.97
100.9
9.1
92
110.0
1927
09-27-U5
Lot 9 B Back 995
102.04
11.8
93
110.0
19221
09-27-05
' Lot 9 B Back 997
102.6
10.7
93
110.0
1923
09-27-05
Lot 1.0 8 front 994.5
103.5
8.1
94
110.0
1924
09-27-05
Lot 10 B Front 996.5
100.3
12.6
91
110.0
1925
09-27-05
Lot 10 B Back 994.5
99.4
11.0
90
110.0
1926
09-27-05
Lot 10 8 Back 996
104.1
8.9
95
110.0
1927
09-27-05
Lot 11 B Front 994.5
101.8
10.5
93
110.0
1928
09-27-05
Lot 11 B Front 996
100.6
13.1
91
110.0
1929
09-27-05
Lot 11 B Back 994
103.9
11.4
94
110.0
1930
09-27-05
Lot '11 0 Back 996
103.5
14.3
94
110.0
1931
09-27-05
Lot 12 B Front 994.5
1.00..4
10.7
91
110.0
1932
09-27-05
Lot 12 B Front 996.5
99.3
101.1
90
110.0
1933
09-27-05
Lot 12 B Back 994.5
104.4
9.2
95
110.0
1934
09-27-05
Lot 12 B Back 996
102.7
12.1
93
110.0
DATE; March 2, 2006
Sladden Engineering
I
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Teat No. I . Date Tested I Location Elevation I Dry Density I % Moisture I Relative I Maximum
1935
09-28-05
Lot 9 8 Front
999
100.2
8.1
91
1936
09-28-05
Lot 9 B Back
999
100.6
11.6
+ 91
1937
09-285
i Lot 10 B Front
.998
104.1
10.5
95
1938
09-28-05
Lot 10 B Back
.998.5
102.0
14.1.
93
1939
09-28-05
Lot 11 B Front
998
102.8
12.7
93
1940
09-28-05
Lot 11 B Back
997.5
105.1
1.1.0
96
1.9,4.'1.
09-28-05
Lot 12 B Front
998
103.3
9.7
94
1942 +
09-28-05
Lot 12 B Back
998.5
101.4
1.2.5
92
1.943:
09-28-05
Lot 25 B Front
993
104.3
10.6
95
1944:09-28-05
Lot 25 B Back
994
103.0
14.4
94
1945'
09-28-05
Lot 26 B Front
993.5
! 100.6
12.7
91
1946'
09-28-05
Lot 26 B Back
993
1.01..1.
11.1
92
19471
09-28-05
Lot 27 B Front
993.5
105.6
13.6
96
1948
09-28-05
Lot 27 B Back
993
102.5
15.1
93
19491
09-28-05
Lot 23 B Front
990.5
1.02.8
13.8
93
1950
09-28-05
Lot 23 B Back
991.5
100.5
10.9
91
1951
09-28-05
Lot 24 B'Front
989.5
1.0.4..4.
13.6
95
1952
09-28-05
Lot 24 B Back
988.5
101.5
11.3
92
1953
09-28-05
Lot 23 B Front
992.5
106.1
14.5
96
1954.
09-28-05
Lot 23 B Back
993.5
105.6
12.7
96
1955
09-28-05
Lot 2.413 Front
991.5
j 102.9
11.8
94
1956,
09-28-05
I Lot 24 B Back
990.5 i
104.1
12.8
95
1957
09-28-05
I Lot 24 B Front
993.5
I
100.5
I
10.0
91
1958;
09-28-05
i Lot 24 B Back '
992.5
102.6
11.9
93
1959
09-29-05
Lot 9 B Front
1000.5
105.3
13.1
96
19601
09-29-05
Lot 9 B Back
1000.5
1.02.6
15.7
93
1961
09-29-05
Lot 10 B Front.
1.000
1.00.3 I
15.4
91
1962 I
09-29-05
Lot 10 B Back
1000
1.03.1 I
12.8
94
1963 i
09-29-05
ILot 11 B Front
999.5
101.5 i
16.3
92
1964;
09-29-05
I Lot 118 Back
999
101.8
14.0
93
1965:
09-29-05
Lot 12 0 Front
1000
100.5 I
16.8
91
1966
09-29-05
Lot 12 B Back
999.5
106.6 I
13.0 I
97
1967
09-29-05
Lot '13 B Front
; 995
103.9
1.1.7
94
1968
09-29-05
Lot 13 B Back
994.5 i
99.4
15.9 j
90
1969
10-03-05
Lot 9 B Front
1002.5 !
106.1
11.0 !
95
1970
10-13-05
i Lot 9 B Back
1002.5
108.2
9.8
97
1971
10-03-05
Lot 10 B Front
1002 I104.7
10.6
93
1972
10-03-05
; Lot 10 B Back
11001.5
104.3
10.4
93
1973
10-03-05
; Lot 116 Front
1001
107.5
9.5
96
DATE: March 2, 2006
110.0
110.0.
11.0.0
110.0
110.0
110.0
1.10.0
110.0
110.0
110.0
1.10.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110; 0
110.0
110.0
110.0
110.0
110.0
110.0
112.0
112.0
112.0
112.0
'112.0
Stadden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
.LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.
Date Tested
Location
Elevation
Dry Density
In Place
% Moisture I
In Place I
Relative
Compaction
I Maximum
' Density
1974
10-03-05
Lot 11 B Back
1001.5.
103.4
13.1
92
1.10.0
1975
10-03-05
Lot 13 8 Front
996
1 101.8
12.3
91
112.0
1976
10-03-05
Lot 13 B Back
996
I 103.9
11.2
93
112.0
1977
10-03-05
Lot 23 B Front
994.5
! 100.3
8.8
91
110.0
1978
10-03-05
Lot 23 B Back
995.5
j 102.7
11.5
93
110.0
1979
10-03-05
Lot 24 B Front
995.5
103.8
13.7
94
110.0
1980
10-03-05
Lot 24 B Back
994.5
j 100.4
12.6
91
110.0
1981
10-03-05
Lot 25 B Front
995
j 99.5
14.1
90
110.0
1982
10-03-05
Lot 25 B Back
996
104.4
10.2
95
110.0
1983
10-04-05
Lot 3 A Back
993
104.3
17.1
95
110.0
1984.
10-04-05
Lot 3 A Back
994.5
100.4
12.6
91
1 110.0
19851
10-04-05
Lot 4 A Back
993
96.1
21.3*
87*
1 110.0
1986
10-04-05
Lot 4 A Back
995
98.4
15.1
89*
110.0
1987+
10-04-05
Lot 5 A Back
995
98.1
20.6*
tib"
, 110.0
1988
! 10-04-05
Lot 5 A Back
996
101.3
14A
92
1 110.0
1989
10-0.4-05
Lot 6 A Back
993.5
101.6
9.1
92
i 110.0
1990
10-04-05
Lot 6 A Back
995.5
102.9
13.4
94
i 110.0
1991I
10-04-05
Lot 17 B Front
991.5
103.6
1.0.5
94
! 1.1.0.0
1992
10-04-05
Lot 17 B Back
'"2
103.8
12.7
94
110,0
1993
10-04-05
Lot 16 B Front
992.5
19.5*
87*
110.0
1
19941
10-04-05
Lot 16 B Back
I
;993
101.3
13.3
92
i 110.0
1995
10-04-05
Lot 1511 Front
.990
100.4
11.2
91
j 110.0
1996
10-04-05
Lot 15 B Back
990
104.1
I 12.3
I 95
! 110.0
1997
10-05-05
Lot 3 A Back
996
96.1
23.4
87*
110.0
1998
10-05-05
Lot 3 A Back
997
97.4
I 11.8
84*
110.0
1999
10-05-05
Retest 4 1985
100.2
I 20.1
91
110.0
2000
10-05-05
Retest k 1986
102.3
i 12.9
93
110.0
20011
10-05-05Retest
>< 1987
95.2
! 20.7"
I 87"
110.0
2002i
10-05-05
Lot 5 A Back
996
i 96.9
I 13.5
1 88*
110.0
2003
10-05-05
I Lot 6 A Back
996.5
102.4
15.2
; 93
110.0
2004
10-05-05
i Lot 6 A Back
997.5
103.5
14.3
94
110.0
2005
10-05-05
Lot 6 A Front
994
101.1
10.6
92
110.0
2006
10-05-05
I Lot 6 A Front
996
104.5
9.3
95
110.0
2007
10-05-05
Lot 7 A Front
994
100.8
11.4.
92
110.0
2008
10-05-05
Lot 7 A Front
996
96.2
9.3
87*
310.0
20091
10-05-05
Lot 3 A Front
994
104.4
14.4
95
110.0
20101
10-05-05
Lot 3 A Front
996
103.8
13.0
94
i 110.0
2011
10-05-05
Lot 4 A Front
993.5
102.7
15.3
93
i 110.0
2012
10-05-05
Lot 4 A Front
995.5
98.1
11.6
89*
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-.120
Test No. I Date Tested ( Location Elevation I Dry Density % Moisture I Relative I Maximum
In Place In Place Comoaction I Density
2013
10-05-05
Lot 5 A Front
2014
10-05-05
Lot A Front
2015
10-06-05
Rctcst # 1997
20161
10-06-05
Retest # 1998
2017
10-06-05
Lot 4 A Back
201.8
10-06-05
Lot 4 A Back
2019
10-06-05
Retest # 2001
2020
10-06-05.
Retest # 2002
2021
10.06-05
Lot 6 A Back
2022
10-06-05
Lot6 A Back
2023
10-06-05
Lot 7 A Back
2024
10-06-05
Lot 7 A Back
2025
10-06-05
Retest # 2012
2026
10-06-05
Lot 4 A Front
2027
10-06-05
Lot 5 A Front
2028
10-06-05 1
Lot 5 A Front.
2029
' 10-06-05 !
Lot'6 A Front
2030
10-06-05
Loth A Front
2031
10-06-05 i
Retest # 2008
2032
1.0-06-05 i
Lot 7 A 'Front
2033
10-07-05
tot 3 A Back
2034
10-07-05 I
Lot 3 A Back,
10.0
90
110.0
2035
10-07-05 '
Lot 4 A Back
2036
10-07-05
Lot 4 A Back
2037
10-07-05 1
Lot 5 A Back
2038,
10-07-05
Lot 5 A Back'
20391
10-07-05 i
Lot 6 A Back
2040
10-07-05
I,ot 6 A 13ack
2041
10-07-05
Lot 7 A Back
2042
10-07-05
Lot 7 A Back
2043
10-07-05
Lot 4 A Front
2044
10-07-05
Lot 4 A Front
2045
10-07-05
Lot A Front
2046
10-07-05
Lot 5 A Front
20471.0-07-05
91
Lot 6 A Front
2048
10-07-05
Lot A Front
2049
10-07-05
Lot? A Front
2050
10-07-05
Lot 7 A Front
DATE: March 2, 2006
;994.5 104.4
996.5 101.0
` 101.8
108.3
996.5 101.4
998.5 102.8
' 99.5
100.3
998.5 103.1
1000 102.0
996 104.4
998 101.7
106.9
997.5 103.7
997.5 103.5
998 100.1
997.5 105.2
999 101.6
99.6
' 998 100.8
999 101.3
1001 102.4
'1000 99.3
1001.5 99.2
998 103.6
11000 102.8
1001.5 102.5
,1003 104.1
01000 100.6
1002 103.4
' 999.5 106.5
1001 104.0
1000 I 104.8
1001.5 101.5
11000.5 102.6
1002 100.2
11000 I 102.4
-1001.5 I 99.6
� I
I
14.8
95
110.0
12.3
92
110.0
10.3
93**
110.0
14.6
98**
110.0
15.1
92
110.0
14.0
' 93
110.0
16.1
I 90**
I 110.0
14.3
91 **
i 110.0
10.4
94
110.0
11.6
93
110.0
13.1
95
110.0
9.6
92
110.0
8.8
97**
110.0
12.6
94
110.0
11.3
94
11.0.0
15.4
91
110.0
10.7
96
10.0
14.4
1 92
110.0
13.3
91**
110.0
16.0
I
92
110.0
i
8.6 !
92
110.0
11.5
93
110.0
10.0
90
110.0
9.1
90
1.1.0.0
8.9 I
94
110.0
10.7- 1
93
110.0
12.8 l
93
110.0
11.0
95
1.10.0
9.9
91
110.0
13.0
94
110.0
8.4 (
97
110.0
12.5 '
95
110.0
11.3
95
110.0
13.4
92
110.0
9.7
93
110.0
9.5
91
1.10.0
11.1
93
110,0
10.3
91
11.0.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, Califomia.
PROJECT NO: 5224810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density % Moisture Relative + Maximum
In Place I In Place I Comvaction I Density
2051
2052
2053
2054
2055
2056
2057
10-10-05
10-10-05
10-10-05
10-10-05
10-10-05
10-10-05
10-10-05
2058
10-11-05
2059.
10-11-05
2060 I
10-11-05
20611
10-11-05
20621.
10-11-05
2063
10-11-05
2064!
10-11-05
2065 :
10-11-05
2066!
10-11-05
2067
10-11-05
2068'
10-11-05 i
2069'
10-11-05
2070'
10-11-05
20711
10-11-05
20721
10-11-05 !
2073,
10-11-05
2074
10-11-05
2075
10-11-05
8.8
92 1
2076
10-11-05
2077!
10-11-05
2078'
2079.
2080;
2081
2082'
2083'
2084
2085;
2086
2087
2088
1.0-12-05
1.0-12-05
10-12-05
10-12-05
10-12-05
10-12-05
10-12-05
10-12-05
10-13-052
10-13-05
10-13-05
Lot3 A Back
Lot A Back
Lot 5 A Back
Lot 117 B Front
Lot 117 B Back
Lot 11.8 8 Front
Lot 118 B Back
Lot 3 A Back
Lot 4 A Back.
Lot 5 A Back
Lot A Front
Lot 3 A Front
Lot A Back
Lot 7 A Back
Lot A Front
Lot 6 A Front
Lot 7 A Front
Lot 3 A Front
Lot 4 A Front
Lot 5 A Front
Lot 6 A Front
Lot 7 A Front
Lot A Back
Lot A Back
Lot 5 A.Back
Lot A Back
Lot? A Back
Parking Lot
Parking Lot
Parking Lot
Parking Lot
Parking Lot
Parking Lot
Parking Lot
Parking Lot
Lot A
Lot B
Lot C
1002
1002.5
1001.5
974
974
973.5
973
1004
1004.5
1005
1004.5
1004
1005.2
1004.5
1005
1005.5
1004.5
1002.5
1003
1003
1004
1003
1002.5
1003.5
+1002
1004
1003
988
988
989
• 988.5
990
990
991
1990.5
982.5
983
985
104.5
1.01..6
101.8
92.3
93.4
91.8
95.0
115.9
103.8
101.4
100.1
106.0
109.7
104.1
105.3
103.4
103.8
105.4
102.6
106.3
100.2
99.4
103.5
101.4
104.0
101.8
102.5
'101..3
10.'3.6
99.3
105.4
102.0
101.3
104.1
102.8
102.1
105.4
100.3
11.9
95
110.0
14.8
92
110.0
15.3
93
110.0
17.1*
84*
110.0
18.9*
85*
110.0
20.4*
83*
110.0
21.3*
86"
110.0
12.0
97
119.0
13.1
94
110.0
14.6
92
110.0
11.8
91
110.0
11.4
96
I 110.0
8.8
92 1
119.0
12.9
95
1.10.0
10.6
96
110.0
14.1
94
110.0
13.5
94
.110.0
13.5. I
96
110.0
11.8
93
110.0
14.1
97
110.0
12.0
91 I
110.0
10.7
90
110.0
12.8
94 !
110.0
15.6
92
110.0
11.1
95
110.0
9.9
93' i
110.0
13.3
93 I
110.(1
9.1
92
110.0
8.2
94 I
100.0
10.3
90
110.0
13.1
96
110.0
11.8
93
110.0
12.9
92
110.0
10.7
95
110.0
13.5
93
110.0
11.4
93
1.10.0
10.0
96
110.0
13.5
91
110.0
DATE: March 2, 2006
Sladden Engineering
I
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 5224810
REPORT NO: 06-02-120
Test No, Date Toted Location Elevation Dry Density % Moisture Relative I Maximum
In Place I in Place I Compaction I Dcnsity
2089
2090
2091
2092
2093
2094
2095
209
209
209
209
210
210
21.0
210
210
210
2106
2107
2108
2109
2110
2111
2112
2113
2114
2115
2116
2117
2118
2119
2120
2121
2122
2123
2124
2125
2126
1.0-13-05
10-13-05
1.0-13-05
10-13-05
1.0-13-05
10-13-05
10-13-05
Lot D
Lot E
Lot F
Lot C
Lot H
Lot
Lot )
10-14-05
Lot A
10-14-05
Lot B
10-14-05
Lot C
10-14-05
Lot D
10-14-05
Lot E
10-14-05
Lot F
10-14-05
Lot G
10-14-05
Lot H
10-14-05
Lot I
10-14-05
Lot)
1.0-24-05
Lot 8 A Front
10-24-05
Lot A Front
10-24-05
Lot A Front
10-24-05
Lot 9 A Front
10-24-05
Lot 10 A Front
10-24-05
Lot 10 A Front
10-24-05
Lot 1.1. A Front
10-24-05
Lot 11 A Front
10-24-05
Lot 8 A Back.
10-24-05
Lot8 A Back
10-24-05
Lot 9 A Back
10-24-05
Lot A Back
10-24-05
Lot 10 A Back
10-24-05
Lot 11 A Back
10-26-05
10-26-05
10-26-05
10-26-05
10-26-05
10-26-05
10-26-05
Lot 17 B Front
Lot 17 B Front
Lot 18 B Front
Lot 18 8 Front
Lot 19 B Front
Lot 20 B Front
Lot 20 8 Front
985.5
985
987
9.87.5
987
988
988.5
'987
987.5
989.5
990
989.5
991.5
'991
989.5
X991
.992
1000.5
1002.5
1003
1005
1002.5
1004.5
1005
1006
1002.5
1004.5
1004
1005.5
1006
1006.5
993.5
995.5
993.5
995.5
997
997
999
106.1
103.5
101.6
101,2
104.3
107.1
103.1
101.1
101.6
103.9
102.8
99.3
104..5
100.8
104.1
103.9
102.5
102.9
105.8
103.5
1.01..4
100.8
104.7
99.5
103.0
106.1
105.3
101.9
103.4
103.9
101.3
104.5
102.6
100.3
101.6
105.4
101.8
101.3
9.6
8.9
12.4
12.9
14.1
8.9
10.2
9.3
11..8
12.4
1.0.2
9.6
11.2
'13.8
11.0
10.7
12.4
13.2
11.0
14.5
12.6
10.7
10.4
14.1
12.7
11.0
15.1
13.4
10.5
10.7
1.2.1.
9.9
11.4
8.6
10.0
102.8
11.1
8.7
96
94
92
92
95
97
94
92
92
94
93
90
95
92
95
94
93
94
96
94
92
92
95
90
94
96
96
93
94
94
92
95
93
91
92
96
93
92
1.10.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
1.10.0
110.0
110.0
110.0
110.0
110.0
110.0
'11.0.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
DATE: March 2, 2006 ,
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Testcd I Location Elevation DryDensity% Moisture Relative I Maximum
In Place In Place Compaction Density
2127.
10-26-05
Lot 21 B Front
2128
10-26-05
Lot 21 B Front
2129
10-26-05
Lot 22 B Front
2130
10-26-05
Lot 22 B Front
2131
10-26-05
Lot 23 B Front
2132
10-26-05
Lot 23 B Front
2133
10-26-05
Lot 22 B Front
2134
10-26-05
Lot 22 B Front
2135
10-26-205
Sales Center
2136
10-26-05
Sales Center
2137
10-27-05
Lot 17 B Back
2138
10-27-05
Lot 17 B Back
21391
10-27-05
Lot 18 B Back
2140
10-27-05
Lot 19 B Back
2141
10-27-05
Lot 20 B Back
2142
10-27-05
Lot 20 B Back
2143
10-27-05
Lot 21 B Back
21.44
10-27-05
Lot 21 B Back
2145
10-27-05
Lot 22 B Back
2146'
10-27-05
Lot 22 B Back
2147 i
10-27-05
Lot 22'8 Back
2148
10-27-05
Lot 22 B Back
21491
10-27-05
Catc House
2150:
10-27-05
Gate House
2151
10-28-05
Lott A Front
2152'
10-28-05
; Lot A Front
2153 i
10-28-05
Lot 2 A Front
21541
10-28-05
Lot 2 A Front
2155;
10-28-05
Lott A Front
2156;
10-28-05
I Lott A Front
21,571
10-2845
I Lot A Front
2158,
1.0-28-05
Lot 2 A Front
2159
10-28-05
Lott A Back
21601
10-28-05
Lot 11 A Front
2161
10-28-05
Lot 11 A Back
2162
10-28-05
Lot 11 A Center
2163
10-28-05
Lot 10 A Front
2164
10-28-05
Lot -10 A Back
2165
10-28-05
Lot 10•A Center
2166,
10-28-05
Lot 9 A Front
998.5 106.6
1000 103.9
993.5 100.6
995.5 102.2
996.5 102.9
998.5 I 105.3
997.5 i 103.0
999 ' 106.1
989.5 103.9
989.5 101.1
994 102.2
996 1.00.4
997.5 `` 104.1
997 f 103.0
'996.5 106.1
998 104.5
997 101.1
999 100.3
993 105.1
995 102.8
997 101.5
999 101.9
992 99.1
994 100.6
996 101.6
998 101.9
998 1.04.7
1000 102.8
1000. 103.4
1002 100.2
1002 105.3
1003.5 101.2
1003.5 103.1
PG 107.2-
PG
07.2PG 103.8
PG j 104.3
PG 101.5
PG 100.1
PG I 102.6
PG 105.4
13.4
97
110.0
13.0
94
110.0
10.1
91.
110.0
14.3
93
110.0
12.6
96
110.0
11.8
96
110.0
13.2
94
110.0
1.0.7
96
110.0
12.5
94
110.0
10,6
92
11.0.0
8.8 .
93
110.0
10.9
91.
110.0
11.6
95
110.0
9.3
94
110.0
13.2
96
110.0
12.1
95
110.0
14.0
92
110.0
11.4
91
110.0
13.2
96
110.0
13.2
93
110.0
10.3
92
110.0
14.1
93
110.0
7.1
90
110.0
8.3
91
110.0
13.1
92
110.0
11.5
93
110.0
14.3
95
1.1.0.0
12.6
93
110.0
12.1
94
110.0
15.1
91
110.0
13.6
96
110.0
11.6
92
110.0
10.7
94
110.0
9.6
97
( 110.0
11.1
94
110.0
10.8
95
i 110.0
12.6
1 92
110.0
8.7
I 91
11.0.0
11.0
93
110.0
9.3
j 96
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME; Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No, Datc Tcstcd I Location Elevation DryDensity % Moisture Relative Maximum
In Place I In Place I Compaction I Densitv
2167 21.68
21691
2170
21711
21721
2173' 2174,
2175
2176
2177
2178
2179
2180
2181
2182
2183
2184
2185
2186
2187
2188
2189
2190
2191
21921
2193
2194
2195
21961
2197
21981
2199i
22001
2201
2202
2203
2204
2205
10-28-05
1.0-28-05 j
10-28-05 I
10-28-05 I
10-28-05 I
10-28-05
10-28-05
10-28-05.
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
11-01-05
11-01-05
11-01-05
11-01-05
11-01-05
11-01-05
I1-01-05
11-01-05
11-01-05
'I1-01-05
11-01-05
11-01-05
11-01-05
11-01-05
11-01-05
11-02-05
11-02-05
11-02-05
11-02-05
DATE: March 2, 2006
Lot 9 A Back
Lot 9 A Center
Lot 8 A Front
Lot 8 A Back
Lot? A Front
Lot.7 A Back
Lot A Front
Lot 6 A Back
Lot 6 A Center
Lot 5 A Front
Lot 5 A Back
t,ot 4 A 'Front
Lot 4 A Back
Lot 4 A Center
Lot 3 A Front
Lot A Back
Lot 2 A Front
Lott A Back
Lott A Front
Lott A Back
Lot 10 B Back
Lot 10 B Front
Lot 13 B Front
Lot 13 B Back
Lot 14 B Front
Loot 14 13 Back
Lot 1.5 B Front
Lot 15 B Front
Lot 15 B Back
Lot 15 B Rack
Retest #
Lot 16 B Front
Lot 16 B Back
Lot 15 B Front
Lot 15 B Back
Lot 23 B Back
Lot 23 B Back
Lot 24 B Front
Lot 24 B Front
PG
103,7
11.0
94
PG
106.6
9.2
97
PC
102,4
12.5
93
PG
102.7
13.0
93
PG
704,7
73.7
95
PG
108.1
11.0
98
PC
106.3
11.4
97
PG
103.4
14.1
94
PC
i 105.3
10.9
96
PG
100.9
14.5
92
PG
1 102.6
12.0
93
PG
1 104.4
9.8
95
PG
I 107.1
11..0
97
'PG
105.4
12.6
96
PG
i 103.2
8.8
94
PC
I 1.03.5
10,4
94
'PG
! 106.6
11.8
97
PC'
1.02,4
12.4
93
PC
I 99.3
9.1
90
PG
+ 100.7
i
1 9.6
1 92
1003
1.04.0
I 9.3
95
1002
i 102.0
10.7
I 93
998
100.4
11.6
91
998
103.3
13.1
94.
997
105.1
9.8
96
997
101.4
11.0
92
992
100.1
10.7
91
994
100.6
10.2
91
992
103.7
12.6
94
994
104.8
10.1
95
'
99.3
8.7
90
ti994..5
102.5
12.3
95
995
105.6
13.4
96
996
103.4
10.8
94
996
106.8
9.5
97
997.5
104.9
1.1..8
95
.999.5
102.6
10.1
93
997.5
106.7
13.4
97
999.5
103.5
9.6
94
110.0
110.0
110,0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
1.10.0
110.0
110.0
11.0.0
110.0
1.10.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
11.0.0
110.0
Sladden Engineering.
TEST RESULTS
PROJECT NAME- Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.I bate Tested I Location Elevation Dry Density % Moisture I Relative I Maximum
In Place In Place Comnaction Dcnsity
2206
11-02-05
Lot 24 B Back
996.5
100.3
2207
11-02-05
Lot 24 B Back
998.5
104.1
2208
11-02-05
Lot 25 B Front
997
101,1
2209
11-02-05
Lot 25 B Front
.999
101.4
2210
11-02-05
Lot 25 B Back
998
10.4,4
2211
11-02-05
Lot 25 B Back
1000
103.6
2212
11-02-05
I Lot 26 B Front
995.5
I 106.0
221.3
11-02-05
Lot 26 B Front
997.5 '
102.5
2214
11-02-05
Lot 26 B Back
995
101.8
2215,
11-02-05
Lot 2613 Back
997
103.7
2216
11-03-05
i Lot 9 B Front
PG
105.1
2217
11-03-05
Lot 9 B Back
PG
102.8
2218
11-03-05
Lot 10 B Front
PG
102.5
2219.1
11-03-05
; Lot 10 B Back
PG
104.0
2220
11-03-05
Lot 11 B Front
PG
100.5
2221
11-03-05
Lot 11 B Back
PG
100.8
2222
11-03-05
Lot 12 B Front
PG
103.1
2223
11-03-05
Lot 12 B Back
PG
105.7
2224
11-03-05
Lot 13 B Front
' PG
106.9
2225 i
11-03-05
Lot 13 B Back
, PG
104.4
20261
11-03-05
I Lot 1413 Front
PG
101,7
22271
11-03-05
I Lot 14 B Back
PC
j 1.02.1
2228;
11-03-05
Lot 15 B Front
PG
105.5
2229
11-03-05
I Lot 15 B Back
PG
103.3
2230;
11-03-05
Lot 16 B Front
PC
107.1
2231
11-03-05
I Lot 16 B Back
PG
104.2
22321
11-04-05
Lot 17 B Front
997.5
103,6
22331
11-04-05
Lot 17 B Back
998
105.4
2234 i
11-04-05
Lot 18 B Front
997.5
101.0
2235
11-04-05
Lot 18 B Back
998
100.6
2236 I
11-04-05
Lot 19 B Front
999
104.3
22371
11.-04-05 '
Lot 19 B Back
999
104.1
2238
11-04-05
Lot 20 B Back
1.000
1.02.8
2239
11-04-05
Lot 21 B Front
1001.5
167.3
2240
11-04-05
Lot 21 B Back
1001
1.05.0
2241
11-04-05
Lot 22 B Front
1001
103.3
2242
11-04-05
Lot 22 B Back
1001
104.6
2243 11-07-05 1 Lot 17 B Front . PC 1 103.3
DATE: March 2, 2006
11.1
91
110.0
10.0
95
110.0
12.4
92
110.0
14.1 _.
92
110.0
9.7
95
110.0
8.8
94
110,0
11.4
96
110.0
9.9
93
110.0
12.9
93
110.0
13.4
94
110.0
9.5
96
110.0
11..0
93
110.0
10.4
93
110.0
12.3
95
110.0
11.1
91
110.0
9.3
92
110.0
12.8
94
110.0
12.1
96
11.0.0
9.7
97
110.0
9.2
95
110.0
1.0.0
93
110.0
10.5
93
110.0
'12.6
96
1.1.0.0
13.1
94,3
I 110.0
8.8
97
110.0
10.7
95
( 110.0
10.1
94
11.0.0
i
11.5
96
j 110.0
12.5
92
110.0
9,8
91
110.0
14.6
95
I 110.0
12.9
95
I 110.0
13.6
93
110.0
11.4
98
110.0
11.9
95
1.1.0.0
15.1
94
110.0
13.0
95
110.0
9.0 1 94 1 110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. I Date Tested Location Elevation Dry Density I % Moisture I Relative Maximum
In Place I In Place Compaction Density
2244
11-07-05
Lot 1.7 B Back
22.45
11-07-05
Lot 17 B Center
2246
11-07-05
Lot 18 B Front
2247
11-07-05
Lot 18 B Back
2248
11-07-05
Lot 18 B Center
2249
11-07-05
Lot 19 8 Front
2250
11-07-05
Lot 19 B Back
2251
11-07-05
Lot 1.9 B Center
2252
11-07-05
Lot 20 B Front
2253
11-07-05
Lot 20 B Back
2254
11-07-05
Lot 20 B Center
2255
11-08-05
Lot 118 B
2256
11-08-05
Lot 119 B
2257
11-08-05
Lot 120 B
2258
11-08-05
Lot 121 B
2259
11-08-05
Lot 122 B
2260
11-09-05
Lot 25 B
2261
11-09-05
Lot 25 B
2262
11-09-05
Lot 25 B
2263
11-09-05
Lot 26 B
2264
1.1-09-05
Lot 26 B
2265
11-09-05
Lot 26 B
2266
11-09-05
Lot 27 B
2267
11-09-05
Lot 27 B
2268
11-09-05
Lot 27 B
2269
11-09-05
Lot 2113
2270
11-09-05
Lot 21 B
2271
1.1-09-05
Lot 21 B
2272
11-09-05
T,ot 22 B
2273
11-09-05
Lot 22 B
2274
11-09-05
Lot 22 B
2275
11-09-05
Lot 23 B
2276
11-09-05
Lot 23 B
2277
1.1-09-05
Lot 23 B
2278
11-09-05
Lot 24 B
2279
11-09-05
Lot 24 B
2280! 11-09-05 1 Lot 24 B
22811 11-10-05 1 Lot 117 B
DATE: March 2, 2006
PG
101.4
8.1
PG
104.6
11.5
PC
100.5
7.9
PG
102.8
10.7
PG
104.9
9.3
PG
106.1
11.4
PC
103.5
8.8
PG
105.3
I 12.4
PG
101.8
11.0
PC
101.4
I 9.9
PG
104.0
j 10.7
3.0 BPG
110.2
8.4
3.6 B PG
.110.2
12.5
3.0 PC
104.3
14,7
3.0 BPG
104.9
14.7
3.0 BPC
101..8
11.8
PG
106.5
13.2
PG
1 99.9
7.1
PG
104.4
6.8
PG
i 106.8
12.2
PG
101.2
5.0
PG
102.7
7.0
PG
101.8
7.9
PG
103.2
9.2
PG
104.1
11.6
PC
99.6
11.1
PC
99.9
I 1.1.6
PG
108.5
9.5
PG
99.0
5.9
PG
107.5
8.4
PG
103.8
15.1
PC
101.0
9.6
PG
104.6
5.7
PG
104.6
10.4
PG
101.0
9.9
PC
103.7
12.8
PG
100.5
10.4
1IG 1 103.4 1 9.2
92'
110.0
95
110.0
91
110.0
93
110.0
95
110.0
96
1.1.0.0
94
( 110.0
96
110.0
93
1 110.0
92
110.0
95
110.0
i
98
112.0
98
112.0
93 !
112.0
94 1
112.0
91 1
112.0
97 I
110.0
91
110.0-
95 ;
110.0
97
110.0
92
110.0
93
110.0
92 1
'11,0.0
94 I
110.0
95
11.0.0
91
1.10.0
91
110.0
99 i
110.0
90
110.0
98
110.0
94
110.0
92
1.1.0.0
95
710.0
95
110.0
92
110.0
94
110.0
91
110.0
94 1 110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density % Moisture I Relative I Maximum
In Place In Place I Compaction I Density
2282
11-10-05
2283
11-10-05
2284
11.-1.0-05 i
22851
11-10-05
2286
11-10-05
2287
11-10-05
2288
11-10-05
2289
11-10-05
2290
11-10-05
2291
11-10-05
2292
11-10-05'
2293
11-10-05
2294 1!
11-10-05
2295
11-10-05
2296
11-10-05
2297
11-10-05
2298
11-10-05
2299
11-10-05
2300
11-10-05
2301
11-10-05
2302 i
11-10-05
23031
11-14-05
2304:
11-14-05
23051
11-14-05
23061
1.1-14-05
2307;
11-14-05
23081
11-14-05
23091
11-14-05
23101
11.-1.4-05
2311
2312
2313
2314,
2315'
2316
2317
2318
2319
2320
11-15-05
11-15-05
11-15-05
11-15-05
11-15-05
11-15-05
11=15-05
11-15-05
11-15-05
11-15-05
DATE: March 2, 2006
Lot 117 B
Lot 118 B
Lot 118 B
Lot 1.1.9 B
Lot 119 B -
Lot 4013
Lot 40 B
Lot 11813
Lot 119 B
Lot 120 8
Lot 121 B
Lot 1.22 8
Lot 29 B
Lot 29 B
Lot 29 B
Lot 28 B
Lot 28 B
Lot 28 B
Lot 30 B
Lot 30 B
Lot 30 B
1,ot 31 B
Lot 31 B
Lot 32 B
Lot 32 B
Lot 36 B
Lot 36 B
Lot 35 B
Lot 35 B
Lot 39 B
Lot 39 8
Lot 38 B
Lot 38 B
Lot 37 B
Lot 37 B
Lot 33 B
Lot 33 B
Lot 34 B
Lot 34 B
i
PG
PG
.ISG
'PC
PG
iPC
PG
1.0 BPC
1,0 BPG
1.0 BPC
1,0 BPG
1.0 BPC
'PG,
PC
PG
PG
PG
PG
PG
PC
PG
1
PC
PG
PG
PG
PG
PC
PG
PG
PG
PC
PG
PC
PG
PG
PC
PG
PG
PC
105.3
108.8
103.4
105.3
109.1
108.3
109.1
99.9
100.6
1.00.0
99.8
102.0
109.2
107.9
108.2
108.9
108.9
109.1
105.0
1.04.0
105.9
108.5
108.0
108.8
104.5
107.5
100.4
102.5
103.3
109.0
108.7
103.1
108.6
108.4
104.7
108.2
101.7
103.1
100.1
11.8
9.8
9.6
10.2
11.7
9.8
11.5
12.2
11.9
12,6
14.4
1.1..4
9.5
7.7
13.1
14.6
8.3
11.4
15.1
15.2
14.2
7.5
6.2
7.1
7.4
11..7
6.4
11.2
15.1
8.1
6.0
15.1.
9.5
11.9
7.3
7.5
10.8
8.3
6.1
96 110.0
99 110.0
93 11.0.0
96 110.0
99 110.0
98 110.0
99 110.0
91 110.0
92 110.0
91 110.0
91 110.0
93 110.0
99 110.0
98 110.0
99 110,0
99 110.0
99 110.0
99 110.0
95 110.0
95 110.0
96 i 110.0
99 110.0
98 110.0
99 110.0
95 110.0
98 110.0
91 110.0
93 110.0
94 i 1.10.0
1
99 1.1.0.0
99 110.0
94 110.0
99 110.0
98 110.0
95 110.0
98 110.0
93 1.1.0.0
94 110.0
92 110.0
Sladden Engineering
V
�J
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Tcst No. Date Tested Location Elevation Dry Density I % Moisture Relative I Maximum
In Place in Place I Compaction I Densitv
2321 11-17-05
Lot 120 B PC
109.1
9.9
99
110.0
2322 11-17-05
Lot 120 B PG
103.5
16.5
94
110.0
2323 11-17-05
Lot 121 B PC
105.2
11.1
96
110.0
2324 1.1-17-05
Lot 121 B PG
109.0
13.7
99
110.0
23251 11-17-05
Lot 122 B PC
105.1
11.4
96
110.0
2326 11-17-05
Lot 122 B PG
106.7
13.3
97
110.0
2327: 11-17-05
lot 82 8PG
103.1
8.9
94
110.0
2328 11-17-05
Lot 82 B' PG
108.1
8.9
94
110.0
2329 11-17-05
Lot 81 5 PG
104.4
13.6
95
110.0
2330 11-17-05
Lot 81 B PG
105.9
12.8
'96
110.0
2331 11-17-05
'Lot 8013 PG
103.1
11.9
94
110.0
2332 11-17-05
Lot 80 B PG
99.9
10.6
91
110.0
2333 11-21-05
Lot 43 B PG
109.1
11.4
99
710.0
2334 11-21-05
Lot 43 B PG
108.1
13.1
98
110.0
2335 11-21.-05
Lot 42 B PG
109.1
12.4
99
110.0
2336 11-21-05
Lot 42 B PG
1 1.08.9
11.9.
99
110.0
2337 11-21.-05
Lot 41 B PC
106.8
13.1
97
110.0
2338 11-21-05
Lot 41 B PC
109.1
11.6
99
110.0
2339 11-21-05
Lot 48 B PG
1.07.3
1 7.4
97
110.0
2340 11.-21-05
Lot 48B , PG
108.7
7.0'
99
110.0
23414 11-21-05
Lot 47 B. PC
106.7
6.1
97
i 110.0
2342: 11-21-05
Lot 47 B PG
105.9
7.1
96
' .110.0
23431 11-21-05 I
Lot 46 B PG
108.8
6.5
99
110.0
23441 11-21-05 j
Lot 46 B PG
j 109.1.
6.1
99 i
110.0
2345 11-21.-05
Lot 45 B PC
108.7
7.1
99
110.0
2346 11-21-05
Lot 45 B PC
107.7
6.5
98
110.0
2347 11-21-05
Lot 44 B PC
107.8
10.2
98
110.0
2348 11-21-05
Lot 44. B PG
106.7
9.4
97
110.0.
23491 11-28-05
Lot 6313 PC
1.07.9
10.2
98
110.0
23501 11-28-05
I
Lot 63 B PC
106.2 j
10.4 '
97.
110.0
2351 i 01.-04-06
Sales Office 5.0 BSC
101.9
9.7
93
109.0
2352 01-04-06
Sales Office 4.0 BSG
99.9
8.3
92
109.0
2353 01-04-06
Sales Office 2.0 BSIG
99.8
9.6
92
109.0
235.4 01-04-06
Sales Office 5.0 BSG
98.1
10.6
90
109.0
2355 01-04-06
Sales Office 3.0 BSG
E
99.9
15.4
92
109.0
DATE: March 2, 2006
Sladden Engineering