HomeMy WebLinkAboutAsBuiltGeology&FinalCompactionRoughGrading(Feb.13,1991)
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Converse Consultants Inland Empire
~
Consulting Engineers
and Geologist
630 East Brier Onve, Suite 100
San Bernardino, California 92408
Telephone 714/889-8004
FAX 714 889-4830
. Printed On Rl.'cvded Papl'r
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AS-BUILT GEOLOGY AND
FINAL COMPACTION REPORT OF ROUGH
GRADING
Tracts 24134-1,24134-2,
24134-3 and 24134-4
Paloma Del Sol
Master Plan Community
Temecula, California
Conducted for:
Mesa Homes
28765 Single Oak Drive
Suite 100
Temecula, California
CCIE Project No. 88-81-148-03
February 13, 1991
\
A Wholly Owned Subsidiary 01
The Converse Professional Group
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Converse :Consultants Inland Empire
Consulting Engineers
and Geologist
630 East Brier Drive, Suite 100
San Bernardino, California 92408
Telephone 7141889.8004
FAX 714 889.4830
February 13, 1991
~
Mesa Homes
28765 Single Oak Drive, Suite 100
Temecula, California 92390-0295
Attention: Mr. Csaba F. Ko
. Subject: AS BUILT GEOLOGY AND FINAL COMPACTION
REPORT OF ROUGH GRADING TRACTS 24134-1,
24134-2,24134-3 and 24134-4
Paloma Del Sol Master Planned Community,
City of Temecula, California
CCIE Project No. 88-81-148-03
. Converse Consultants Inland Empire (CCIE) prepared this report containing results of
'geologic mapping, laboratory analysis and field density testing performed during
'rough grading of the subject site.
'The approximate locations 'of field density tests and geologic mapping are shown on
. Drawings 1 through 9 of the 1" = 40' scale, rough grading plan, prepared by Church
. Engineering of San Diego, California.
; Based on the results of our geologic observations and field density testing, it is our
opinion that the earthwork associated with the grading of the site has been
'performed in accordance with sound geologic and soil engineering practices.
~
.G.
@) Printed On Il:,~c;~~ ;Pollper
A Wholly Owned Subsidiary of
The Conver!'le Profe~!:ionaj Grauo
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. We appreciate the opportunity to be of service to you. If you have any further
'questions, or need further assistance, please do not hesitate to call us.
. Very Truly Yours,
CONVERSE CONSUL TANTS INLAND EMPIRE
~. ~,1!fL
Principal Engineer
Dist: 8/Addressee
88-81-148-03
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PROFESSIONAL CERTIFICATION
This report has been prepared by the staff of Converse Consultants Inland Empire
under the professional supervision of the Principal Engineer and Senior Engineering
Geologist whose seals and signatures appear hereon.
The findings, conclusions, recommendations, or professional opinions presented in
this report were prepared in accordance with generally accepted professional
engineering practice. There is no other warranty, either express or implied.
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ark B. Schluter, CEG 1415
Senior Geologist
Steven C. Helfrich, G
Principal Engineer
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88-81-148-03
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Can.".,... Consultent. Inlend Empire
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TABLE OF CONTENTS
SUMMARY OF WORK PERFORMED .........
General ....
Rough Grading . . . . . . .
............... 1
1
1
MOISTURE CONDITIONING. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3
GEOLOGIC CONDITIONS ............................... 3
Earth Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 4
Fill ............................................ 4
pauba Formation ................................... 4
Faults Exposed During Grading .......................... 5
Slopes ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5
Groundwater Seepage ... . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 6
CONCLUSIONS ..................................... 5
RECOMMENDATIONS ...................... . . . . . . . .. 8
Foundation Design ....................... . . . . . . . .. 8
Post-tensioned Slabs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 8
Pre-Soaked Building Pads . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 9
Slabs-on-Grade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., 9
Lateral Earth Pressure ................................ 9
Preliminary Pavement Design .......................... 11
Site Drainage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 11
Slope Protection and Maintenance ....................... 1 2
On-site Trench Backfill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 16
Continuing Observation and Testing Services ..... . . . . . . . . . .. 16
LIMITATIONS ..................................... 17
REFERENCES
APPENDIX A - Laboratory Test Data
APPENDIX B - Summary of Field Density Tests
TEST LOCATION AND GEOLOGIC MAPS - (40 scale) - in pocket (9 sheets)
88-81-148-03
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COnve.... Con.ult.n~II_J!1!.nd EmpiN
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SUMMARY OF WORK PERFORMED
General
This report covers tracts 24134-1, 24134-2, 24134-3 and 24134-4. Earthwork
was performed by E.L. Yeager Construction, Inc., of Riverside, California. During
April 5, through August 23, 1990, observations and testing were conducted by
CCIE at the subject sites. Accepted engineering and testing procedures were
employed to evaluate preparation of the natural ground surface and placement and
compaction of the fill.
Rouah Gradina
Rough grading for the subject sites was performed in accordance with the
"Geotechnical Investigation" report dated January 17, 1989 and the earthwork
specifications at the location shown on Figure 1, "location of Grading".
Canyons exposing unsuitable alluvial/colluvial soils were excavated. The exposed
excavated surface was then scarified, brought to near optimum moisture content
and compacted prior to placement of excavated soils as fills. Existing surficial slope
failures mapped during our geotechnical investigation were removed during grading.
Fills were placed in loose, 6 to 8 inch thick lifts. Fill materials were brought to near
optimum moisture and mixed by an 824 dozer pulling a bee gee. Rough grading was
accomplished by Caterpillar 633, 651 and 657 scrapers, 10,000 gal. water pulls and
824 dozers. Motor graders were utilized to fine grade lots.
After clean out, and prior to filling the canyons, the canyon subgrade was observed
by a certified engineering geologist. It was observed that the canyon bottoms
contained clean sands. . Accordingly, canyon subdrains were not considered
necessary due to the free draining characteristics of the subgrade.
Where fills were placed against existing slopes steeper than 5:1 (horizontal:vertical),
the existing slopes were keyed and benched to provide a series of approximately
level benches to seat the fill and remove the compressible colluvial soils.
Where lots indicated a cut/fill transition at finish pad elevation, the lots were
overexcavated a minimum of three feet below final lot grade. The bottom was
then scarified, brought to near optimum and compacted prior to placing fill.
88-81-148-03
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Co"....rwe Consultants '!,'and EmFNre
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Note: Northeast comer and MWD ea.....ent
are not a part of this report.
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LOCATION OF GRADING
1
PALOMA del SOL Master Plan Community
Temecula, Calfomia
for. Mesa Homes
PrOlect No.
88-81-148-03
Figure No
@ CONVERSE CONSULTANTS INLAND EMPIRE
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Fill slopes were overfilled 3 to 4 feet and compacted as they were filled horizontally
with the fully loaded heavy equipment. The overfilled slope face was then track
rolled with the 0-8 and 0-9 dozers. The slope face was then trimmed back to grade
by the 0-8 dozer equipped with a slope board.
The laboratory maximum dry density was determined in accordance with the ASTM
D1557-78 (five layer) method. Single check points were performed throughout the
project.
A total of 879 in-place density tests were performed by the sand cone (ASTM
D1556-64) and nuclear gauge (ASTM D2992-78) methods during site grading.
Where the 'field tests indicated that the specified degree of compaction had not
been obtained, the area was reworked and additional compactive effort was applied
until desired compaction was achieved and verified by additional testing.
MOISTURE CONDITIONING
We understand the lots will not be built upon in the next few months.
Recommendations regarding potential expansion characteristics at the present soil
moisture contents would not necessarily be valid after the subgrade soils have lost
significant moisture. Accordingly, our recommendation is to moisture condition (pre-
soak) selected lots before construction.
GEOLOGIC CONDITIONS
Geologic observations and mapping were performed during rough grading of the
subject tracts. The purpose of these observations were to:
1. Confirm subsurface conditions as observed in our geotechnical investigation.
2. Evaluate geologic conditions and features exposed on newly created cut and
fill surfaces within the tract.
3. Provide additional geotechnical recommendations for project grading.
Geologic information obtained during mapping of building pad areas, slope exposures
and street subgrades is included in Appendix A and on Drawings 2 through 9.
88-81-148-03
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Convene Con.ult_~;~t. I_~'~nd Empi,..
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: Earth Materials
: Earth materials exposed at surface grades within the tract consisted primarily of
compacted soils in fill areas and Pauba Formation bedrock (Qp) in cut areas.
: Exposures of colluvial (Qcol) and alluvial sediments (Qall were very limited to non-
'existent as these materials were excavated to expose competent material prior to
: placement of compacted fills. Areal distribution of the fill and bedrock cut areas
; are shown an Drawings 2 through 9 and briefly discussed below.
I Fill (MaD Svmbol: Within Black Line Border)
: Fill materials consisted of processed mixtures of on-site soils and Pauba Formation.
, The cut portion of cut/fill transition lots were overexcavated and were included in the
, areas mapped as fill.
. Pauba Formation (MaD Svmbol: Qo. Qoss. Qoslt)
. The Pauba Formation of late-Pleistocene age (Kennedy, 1977) consists of distal
alluvial fan and braided channel deposits, with numerous intra-formation
unconformities. Sedimentary features characteristic of the depositional environment
such as channel features, lenses. and cross-bedding were observed in cut areas on
slopes and building pads.
Lithology of the Pauba Formation is highly variable, consisting of poorly interbedded
to massive, moderately to well consolidated, fine to coarse sandstones, siltstones,
and claystones. Bedrock structures within the Pauba Formation varied over relatively
short distance. Bedding attitudes recorded at the site indicate strikes being roughly
northeast-northwest, with dips varying from nearly horizontal to 100. Bedding
attitudes of localized depositional channel deposits and lenses were also recorded.
Numerous horizontal and gradational bedding boundaries were also observed. The
Pauba Formation was mapped mainly as undifferentiated (Qpl. Distinctive
sandstones (Qpss) and siltstone (Qpslt) lithologies were mapped within
undifferentiated Pauba.
Sandstone (Qpss) units exposed on lots 1-3, 32-3, 54-3, 55-3, 57-3, 58-3, 59-3,
65-3, 66-3, 1-4 and 2-4 consisted of clean sands with little to no cohesive binder.
These earth materials are judged to be more susceptible to erosion than other site
materials. 'This condition should be anticipated during construction and mitigated
with appropriate landscaping and maintenance.
88-81-148-03 ~
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Convene Con.u_It~,?~ Inland Empi....
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Faults Exoosed Durinq Gradinq
No faults were observed or mapped during site grading for the subject tracts.
Slooes
Cut and fill slopes have been graded at 2: 1 (horizontal:vertical). No adverse geologic
structures were observed on these slopes.
Groundwater Seeoaqe
Groundwater seepage was not observed on the slopes, building pads, street
subgrades, or canyon bottoms during site grading.
CONCLUSIONS
CJ Results of density tests in fill indicate a relative compaction of at least 90
percent of the laboratory maximum dry density. A total of 879 field density
tests were performed and their approximate locations are shown on Drawings
2 through 9.
II A statistical analysis was performed on the distribution of relative compaction
results. A histogram of this is shown on Figure 2.
.. Based on the results of our observations and testing, it is our opinion that the
earthwork associated with the grading of the site has been performed in
general accordance with recommendations presented in the referenced reports.
. Expansive soil conditions have been evaluated for each lot. Lots that exposed
materials considered to have low expansive potential were visually classified.
Representative samples of the soils near pad grade were recovered for
classification and expansion index testing. The results of the tests are
presented in Appendix A. Classification of each lot, based on these test
results, is presented on Table 1.
. Groundwater was not encountered during grading, and is not expected to
adversely impact development of the site as proposed.
. Fill slopes have been graded at 2: 1 (horizontal:verticall or flatter, and are
considered to be grossly stable.
88-81- 1 48-03
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Conve.... CQn.ul~~Vl!-!..J-,t1and Empire
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25
25
2
20
15
5
80
85
90
RELATIVE COMPACTION, Percent
Soil Type:
Number of Tests:
Average:
Standard Oeviation:
Coefficient of variation,X:
COO1llents:
All
878
92.2
2.49
2.70
HISTOGRAM OF COMPACTION TEST RESULTS
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PALOMA DEL SOL/MESA HOMES TRACTS 24134,'1,-2,-3,-4
TEMECULA, CALIFORNIA
Project No.
88-81-148-03
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I. Cut slopes graded at 2:1 (horizontal:vertical) or flatter are anticipated to be
grossly stable due to the generally massive nature of the bedrock materials and
the lack of continuous adverse geologic structure. Some surficial erosion may
occur 'prior to the establishment of vegetation, particularly where there are
sands with little or no cohesion.
I. Although grading for the lots is considered suitable at the time of completion,
natural weathering and degradation may occur over time in the near-surface
soils within the graded areas. It has been our experience that deterioration of
surficial soil conditions may develop if a significant time period elapses before
construction.
, . Properly compacted fills will settle due to their weight. The amount of
settlement will depend on fill thickness and future changes in the moisture
conditions. Maximum expected settlements are on the order of about 1 % of
the total fill thickness.
RECOMMENDATIONS
! Foundation DesiGn
The proposed structures may be supported by conventional (continuous) footings or
isolated spread footings. Post-tensioned slabs may be used on lots that have highly
expansive soils exposed at pad grade. The depth of embedment and reinforcement
should be determined by the soils expansion potential as shown on Table 2,
"Suggested Guidelines for Design of Foundation/Slab Systems. Alternatively,
expansive soils may be removed and replaced with low expansive fill to a depth of
at least 3 feet. We will review any further alternatives that may be proposed by
structural engineer. Footings may be designed using an allowable bearing pressure
of 2,000 pounds per square foot, which may be increased by one-third for short
duration loadings such as wind or seismic forces. Footings for structures or retaining
walls should be setback from slopes in accordance with the Uniform Building Code
(1988 edition). Section 7011,
Post-tensioned Slabs
Building foundation on high expansive lots 6-1, 14-2, 9-2, 44-2, 1-3, 42-3, 44-3
should be pre-soaked and constructed with post-tensions slabs. Foundation elements
should be designed for a high (91- 130) expansion index (UBC 29-2) value. Positive
drainage must be provided away from structures as recommended in the Site
Drainage section of this report. Other applicable project specifications and
recommendations should be followed. For design purposes, a differential movement
of about 2 inches over a 15 foot span should be expected.
88-81- 148-03
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C:nnv.,... Consultan1L Inland Empire
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Pre-Soaked Buildino Pads
Building foundations on medium expansive lots 1-1, 12-1, 8-2, 46-2 should be pre-
soaked prior to constructing concrete slabs. Guidelines for pre-soaking are shown
on Table 2 under Sub-grade Moisture Requirement at Time of Construction.
Slabs-an-Grade
Slabs should have a minimum thickness and reinforcement as recommended in Table
2. All loose or disturbed subgrade areas should be recompacted prior to concrete
Dour. Polyethylene plastic moisture barriers of 6-mil thickness should be placed
under the slabs. The moisture barrier should be protected with 2 inches of sand
placed above and below the moisture barrier to prevent punctures and to aid in the
concrete cure. Joints should be lapped a minimum of 6 inches and properly sealed.
Lateral Earth Pressures
Resistance to lateral loads can be provided by friction acting at the base of the
foundations and by passive earth pressure. A coefficient of friction of 0.33 may be
assumed with the dead load forces. An allowable passive earth pressure of 200 psf
per foot of depth to a maximum of 2,000 psf may be used for the sides of footing
poured against properly compacted fill or natural soils. The allowable passive
pressure may be increased 33% for lateral loading due to wind or seismic forces.
Retaining walls should be designed for an equivalent fluid pressure of 30 psf per foot
of depth. ,Adequate wall drainage, consistino of subdrains and weep holes, should
be provided.
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TABLE 2
SUGGE STED GUIDELINES FOR DESIGN OF FOUNDATION I SLABS SYSTEMS
.
. FOUNDATION 'SYSTEM TYPE 1 TYPE II TYPE III TYPE IV TYPE V
EJpansion Po\lntlal Vir, Low Low Me dlum tllQh Vtry Hiqh
EJpansion Ind.. IE. 1.1 0 zo Zt 50 51 90 91 130 Abou 130
Foolinq o.plh On. Two One Two On. Two On. Two On. ho
Story Slory Story Slory Slory Story Story S10rJ 5'0'7 Sloty
p, rlmeter I Z. IS. I Z. IS" IS. IS. IS. ~ 30. 30"
Inltrlor 17 IS" I? is" 12" 18" IS. IS. IS" 18"
.
Nol 1-4" 4 Sor I-#' 4 Bor Z-II 4 Bore 2 -q 4 Bo..
FoollnQ R tinforcemtnl Mondalory . Top a Bol tom Top a Bol1om Top a Bollom Top a Bollorn
12"Xt2" WI I," XIZ" WI 12. X 12. WI IS"X IS" WI
GoroQt Grad. atOm Nol 1- II 4 Bor 1- (I . Bar I-II 4 Bar 1-114B.,
At Door Op.nlnQ Mandalor,. Too a Bottom Top a Boll om Too a Bollom Too a Bot 10m
Floor Slab Thlckn... ." Nominal 4" Nomina I .. Namlnal .. Actual 6. Nominal
Floor Slob n.lnforcement Nal
Mondo lory 6. X 6. -4 iOllllO Ill' 4 al lB. o. c.
O..lIinql 6.X6.-4I 10/(..10 6.X 6.' ,.. 6"t" 6" Each Waf
Go,oQu Not Mandolar, 6" X 6"-"'" 10/... 10 6.X6........61....6 6.X 6"- (I' 61f'" 6
Sub9COdl Moislure C\>tJJ'un C\Jl,;i.llun 120-'. of OplimJm 120-/. 0' Optimum .120./. of Oplit1'lUlTI
Requirement at Tim. C>r Ot' Molllure 10 12- Moistur. 10 18" Moish'" 10 IS'"
01 Construction ltiqher nigher a.low Slab B.low Slob a.low Slob
..
FOUNDATION RECOMMENDATIONS
PALOMA clel SOL Muter Plan Community
Temecula, California
for: M... Hom..
~ CONVER,SE CONSULTANTS INLAND EMPIRE
Protect NO,
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'Preliminarv Pavement Desiqn
'Prior to placement of base course and asphalt, the upper 12 inches of subgrade soils
Ishould be scarified, moisture-conditioned and recompacted to at least 90% relative
compaction. Based on R-value test on representative samples, preliminary pavement
sections recommended for design are presented on Table 3. Traffic index
information present on Table 3 was obtained from RBF Engineers. Minimum
.thicknessesof asphalt concrete (AC), based on information provided to us by the
County of Riverside and the City of Temecula, are as follows:
TRAFFIC
INDEX
MINIMUM
AC
THICKNESS 1FT)
5.0
5.5
6.0
6.5
0.21
0.21
0.21
0.21
. A minimum thickness of Aggregate base (AB) is not mandated by the building
officials. However, we recommend that a minimum of 0.33 ft (4 inches) thick layer
. of Class II AB be provided beneath all pavements. The base course provides
: pavements ;support as well as drainage beneath the pavement. Improvement
, methods, such as lime treatment of the subgrade soils, may be effective to improve
, the pavement characteristics and to reduce the pavement sections presented in Table
3. Preliminary evaluation of lime treatment indicates that 2% by weight lime mixed
with the on-site soils to a depth of about 6 to 8 inches will result in an R-value of
greater than 60. Minimum AC and minimum AB will, therefore, be sufficient to
. support the anticipated Traffic Indices (TI) up to a TI of 6.5. Additional R-value
. testing will be required prior to paving to verify the appropriateness of the
recommended pavement sections presented on Table 3. We understand that R-
. value tests sl'lould be performed at _ feet intervals to verify subgrade conditions
: based on present Road Department guidelines.
Site Drainaqe (Post-Construction)
Adequate positive drainage should be provided away from structures to prevent
ponding and to reduce percolation of water into the foundation soils. We
recommend that slopes for surface drainage be constructed at 2% to 4% in
landscaped areas and 1 % to 2% in paved areas. Planters and landscaped areas
adjacent to the building perimeter should be designed to minimize water ponding and
infiltration into the subgrade soils. Planters adjacent to foundations should have a
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drainage system to conduct water to a collection point for disposal. Homeowners
should be advised of their responsibility for maintaining adequate drainage.
Slope drainage devices should be constructed in accordance with Chapter 70 of the
Uniform Building Code (1988 Edition). Lot drainage should preclude the possibility
of flow over slope faces with the use of brow ditches, earth beams and other
methods.
Slooe Protection and Maintenance
We understand that Mesa Homes will maintain all slopes on the development until
that responsibility is turned over to the individual homeowners or the homeowners
associations. The following recommendations are made to provide guidance for all
fucure users of this property.
Proposed slopes should be planted as soon as possible after construction. Slopes
will require maintenance through time to perform in a satisfactory manner. In most
cases, slope maintenance can be provided along with"normal care of the grounds and
landscaping. Cost of maintenance is less expensive than repair resulting from
neglect.
The presence of permeable sandstone materials over less permeable siltstone and
playstone material within the Pauba Formation could trap infiltrated water (landscape
irrigation and/or rainfall) and produce seepage at the surface exposures of these
contacts. Fault traces containing gouge zones may also act to restrict groundwater
flow and surface infiltration. Seepage conditions daylighting out on the slope surface
may produce nuisance raveling and possible instability. Local drainage and/or
seepage collection devices may be required to be installed by homeowners if these
conditions were to develop in the future.
Most hillside lot problems are associated with water. Uncontrolled water from a
broken pipe, excess landscape watering, or exceptionally wet weather causes most
damage. Drainage and erosion control are paramount in regards to long-term slope
stability and performance. It is important that the drainage patterns and slope
protection. provisions be established at the time of fine grading and maintained
throughout the life of the project. The provisions incorporated into the graded site
must not be altered without competent professional advice.
Terrace drains and brow ditches on the slopes should be periodically maintained and
kept clean of debris so that water will not overflow onto the slope, causing erosion.
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TABLE 3
I ASPHALT PAVEMENT SECTIONS
TRACT 24134
I Recommended Preliminary
Pavement Section
Traffic
Portion of Roadway Index Asphalt Base
I 'Roadwav (Station Nos. or Section) J.I.!.l R.Value llli llli
I Corte 5+89 to 17+75 5.5 32 0.21 0.63
Alamonte 17+75 to 19+60 6.5 32 0.21 0.86
: Corte entire 5.5 68 0.21 0.33
I ' Montilla
Calle 7 + 50 to 12 + 50 5.5 68 0.21 0.33
, Barcaldo 1 2 + 50 to , 5 + 50 5.5 17 0.21 0.87
I ' Calle
Veronica entire 5.5 32 0.21 0.63
I Via
Cerda entire 6.5 45 0.21 0.62
I ' Corte
'Rimola entire 5.5 45 0.21 0.42
. Via
I Gandia 15 + 80 to 19 + 55 5.5 45 0.21 0.42
Cala 6+63 to 12 +00 5.5 35 0.21 0.58
, Carrasco 1 2 + 00 to 19 + 58 5.5 45 0.21 0.42
I
Corte
I Calanda entire 5.0 19 0.21 0.70
Corte 15 + 50 to 17 + 30 5.0 17 0.21 0.73
. Tolosa 17 + 30 to 22 + 12 5.0 25 0.21 0.61
I Via
Espirito entire 6.5 25 0.21 0.99
I Cala
Rosso entire 5.0 36 0.21 0.45
I Corte
Abanilla entire 5.0 44 0.21 0.34
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Roadwav
Corte
,Cabello
,Corte
'Siero
,Via
Campanario
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TABLE 3
Icon'lI
ASPHALT PAVEMENT SECTIONS
TRACT 24134
Portion of Roadwav
(Station Nos. or Section)
entire
entire
7 + 00 to 1 5 + 50
15+50 to 20+00
Traffic
~
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R-Value
5.0
44
5.0
44
5.0
5.0
'.'45
38
Recommended Preliminary
Pavement Section
Aschalt
lllJ.
Base
lllJ.
0.21
0.34
0.21
0.34
0.21
0.21
0.33
0.42
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TABLE 3,A
I ASPHALT PAVEMENT SECTIONS
TRACT 24134
I Recommended Preliminary
Pavement Section
Traffic
I Portion of Roadway Index Asphalt Base
Roadwav (Station Nos. or Sectionl lI!l R-Value l!1l l!1l
I Corte 5+89 to 17+75 5.5 32 0.25 0,55
, Alamonte 17+75 to 19+60 6.5 32 0.25 0.78
Corte entire 5.5 68 0.25 0.33
I Montilla
Calle 7 + 50 to 12 + 50 5.5 68 0.25 0.33
I ' Barcaldo 1 2 + 50 to 1 5 + 50 5.5 17 0.25 0.79
Calle
Veronica entire 5.5 32 0.25 0.55
I Via
Cerda entire 6.5 45 0.25 0.54
I Corte
Rimoia entire 5.5 45 0.25 0.34
I Via
Gand ia 15 + 80 to 19 + 55 5.5 45 0.25 0.34
Cala
I Carrasco 6+63 to 12+00 5.5 35 0.25 0.50
12 + 00 to 1 9 + 58 5.5 45 0.25 0.34
Corte
I Calanda entire 5.0 19 0.25 0.62
Corte 1 5 + 50 to 1 7 + 30 5.0 17 0.25 0.65
I T olosa 17+30 to 22-.-12 5.0 25 0.25 0.53
Via
Espirito entire 6.5 25 0.25 0.91
I Cala
Rosso entire 5.0 36 0.25 0.37
I Corte
Abanilla entire 5.0 44 0.25 0.33
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. Roadwav
Corte
Cabello
Corte
Slaro
Via
Campanario
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TABLE 3-A
(con't)
ASPHALT PAVEMENT SECTIONS
TRACT 24134
Portion of Roadwav
(Station Nos. or Section)
entire
entire
7 + 00 to 15 + 50
1 5 + 50 to 20 + 00
Traffic
Index
lI!l
5.0
5.0
5.0
5.0
R.Value
44
44
.: 45
38
Recommended Preliminary
Pavement Section
Aschalt Base
J!1l J!1l
0.25 0.33
0.25 0.33
0.25 0.33
0.25. 0.34
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. A suitable proportion of slope plantings shall have root systems which will
develop well below 3 feet, such as drought-resistant shrubs and low trees, or
equivalent. Intervening areas shall be planted with lightweight surface
plantings with shallower root systems. In any event, lightweight, low-
moisture planting shall be used.
. Rodent burrowing, small concentration of uncontrolled surface/subsurface
water, or poor compaction of utility trench backfill on slopes shall be repaired
and controlled as soon as possible.
. If completion of new slopes occurs during the rainy season, contingency plans
shall ;be developed to provide prompt temporary protection against major
erosion/sloughing. Offsite improvement shall be protected from site runuff.
. Any erosion damage which occurs prior to the completion of the project shall
be repaired by the Contractor.
Onsite Trench Backfill
Trenches should be backfilled and tested in accordance with procedures described
in Section 306 of the "Standard Specifications for Public Works Construction" and
the referenced reports. It is anticipated that the native soils will not be suitable for
jetting. Compaction will probably best be achieved by placing the material in lifts
and applying mechanical efforts on each lift.
Continuino Observation and Testino Services
Observation and testing should be conducted by CCIE at the following stages of
construction:
. Concurrent with trench backfill procedures.
. Concurrent with subgrade and aggregate base preparation and
compaction.
. Pre-soaking of expansive soil lots at time of construction.
. When any unusual conditions are encountered.
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LIMITATIONS
The conclusions, recommendations and opinions developed during the course of
~CIE's field assignments were based on our observations and experience, and on the
results of field and laboratory testing performed in accordance with applicable ASTM
standards. Based on these tests, observations, and our professional judgement, it
'is our opinion that the compacted fills referred to in this report meet the intent of the
project specifications and the recommendations of CCIE.
.our field testing was performed at random locations and at various time intervals
:during the fill placement operation. CCIE did not actually sample or test absolutely
'every portion of the fill material placed at this site. Our test results are considered
representative of the material tested within the compacted fills.
This report presents opinions formed as result of our observation of fill placement.
We have relied on the contractor to continue applying the recommended compactive
effort and moisture to the fill to meet the projects specifications. Tests were made
.of the fill to calibrate our observer's judgment, and to provide data on the overall
camp active effort. These tests are not the sole basis for opinions on whether the fill
meets the specifications.
CCIE professional services were performed in accordance with the prevailing standard
.of professional care as practiced by other geotechnical engineers and engineering
geologists in this area of California. We make no other warranty, either express or
implied.
. 88-81-148-03
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REFERENCES
ct Converse Consultants Inland Empire, "Geotechnical Investigation, Tentative
Tract 24134, Planning Areas 18, 33, and 34, Position of the Meadows,
Rancho California, California", Dated January 17,1989 (CCIE Project No. 88-
81-148-01-F).
ct Converse Consultants Inland Empire, "Standard Earthwork Specifications,
Western Portion of the Meadows Master Plan Community, Temecula,
California", dated March 8, 1990 (CCIE Project No. 88-81-148-03).
It "Rough Grading Plan Tract No. 24134-1, 24134-2, 24134-3 and 24134-4,
County of Riverside, Sheets 1 through 11, prepared by Church Engineering
Inc., dated July 17,1990 (scale: 1" = 40').
It Pacific Soils Engineering, Inc., "Fault Study 1400:t acre Vail Meadows Project,
Rancho California, County of Riverside, California" dated August 17, 1987,
work order 400082F.
1ft..
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88-81-148-03
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APPENDIX A
LABORATORY TEST PROGRAM
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APPENDIX A
LABORATORY TEST PROGRAM
,Laboratory tests were conducted in our laboratory on representative samples for the
purpose of evaluating their physical properties and engineering characteristics. A
summary of the various laboratory tests conducted is presented below.
'Grain-Size Analvses
To aid in the classification of the soils sieve and hydrometer analyses were
. performed on selected soil samples. The analyses were performed in accordance
with the ASTM D422 standard test method. Grain size distributions are presented
on Figures A-1 through A-13.
. Laboratorv Maximum Densitv and Ootimum Moisture
. Laboratory maximum density and optimum moisture tests were performed on soils
used as compacted fill. These tests were performed in accordance with the ASTM
. D 1557-78 laboratory procedure. Laboratory maximum density and optimum moisture
curves are presented on Figures A-14 through A-17, entitled "Compaction Curve".
; Direct Shear Tests
. Direct shear test were performed on samples remolded to 90% of the laboratory
. maximum dry density at optimum moisture content. Three ring samples were
. prepared for each test, soaked and subjected to pre-determined vertical surcharge
load. Each ring was then sheared at a constant rate of strain. A range of normal
loads was applied and the shear strength envelope was determined. Results of the
. test are presented on Figures A-18 through A-24, entitled "Direct Shear Test".
'Consolidation Tests
. Data obtained from this test, performed on remolded soil samples, were used to
. evaluate settlement characteristics of the fill soils placed at the site. This test
involved loading specimens into the test apparatus which continued porous stones
'to accommodate vertical drainage during testing. Normal vertical axial loads were
,applied to 'the sample through the porous stones, and the resulting vertical
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deflections w.ere recorded at various time periods. The load was increased after the
sample reached a reasonable site of equilibrium.
Samples were loaded at optimum moisture and submerged for additional loading.
Test results are shown on Figures A-25 through A-31, entitled "Consolidation Test".
Atterbero Limits Test
The liquid limit and the plastic limit of soils are often collectively referred to as the
Atterberg limits. These limits distinguish the boundaries of the plastic soils. Test
were performed in accordance with the ASTM D4318-84 test method. Results of
the test are presented below.
A tterbera Limits Test Resufts
Sample Plastic Plasticity Soils
Identification Liouid Limit Limit Index Classification
Lot 1-3 46.4 24.1 22.3 Silty Clay
Lot 40-1 30.9 16.2 14.7 Clayey Sand
Lot 42-3 50.2 21.8 28.4 Sandy Clay
Lot 52-1 28.2 18.8 9.4 Clayey Sand
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Exoansion Index (EI)
The expansion Index Test is used to determine the expansion potential of soils. The
tests were performed in accordance with the Uniform Building Code Standard
No. 29-2. Results of the tests are tabulated below.
Samole Identification
Curve #7
Curve #9
Curve #11
Curve #14
Curve #15
Curve #16
Curve #17
Lot '-1
Lot 1-1
Lot 3-1
Lot 6-1
Lot 6-1
Lot 7-1
Lot 10-1
Lot 12-1
Lot 1 2-1
Lot 14-1
Lot 1 4-1
Lot 1 5-1
Lot 40-1
Lot 44-1
Lot 52-1
Lot 68-1
Lot 72- 1
Lot 73-1
Lot 76-1
Lot 77-1
Lot 1 - 2
88-81-148-03
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Soil Descriotion
Silty Sand with Clay
Clayey Sand
Silty Sand
Silty Sand
Clayey Sand
Sandy Clay
Sandy Clay
Clayey Sand, with silt
Clayey Silt
Clayey Sand
Sandy Clay, with silt
Clayey Sand
Clayey Sand
Clayey Sand
Clayey Sand, with silt
Clayey Sand
Sandy Clay, with silt
Clayey Silt
Clayey Sand, with silt
Clayey Sand, with silt
Clayey Sand, trace silt
Clayey sand, trace silt
Silty Sand
Clayey Sand
Clayey Sand
Clayey Sand
Clayey Sand, trace silt
Silty Sand, trace clay
Exoansion Index
26
2
o
o
4
75
94
60
90
43
106
48
47
45
54
51
104
31
15
o
11
3
13
12
40
27
1
o
2-?J
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I ;Samole Identification Soil Descriotion Exoansion Index
I Lot 5-2 Clayey Sand, trace silt 21
.Lot 7-2 Clayey Sand, trace silt 19
.Lot 8-2 Clayey Sand, with silt 55
I . Lot 8-2 Clayey Sand 87
Lot 9-2 Clayey Silt 148
I Lot 19-2 Sandy Silt, with clay 49
Lot 32-2 Silty Sand, trace clay 1 1
I .lot 34-2 Silty Sand, trace clay 0
.lot 40-2 Sandy Silt, with clay 3
I . Lot 44-2 Silty Clay 114
. Lot 44-2 Silty Sand -' 6
. Lot 46-2 Silty Sand, trace sand 57
I . Lot 46-2 Silty Sand 0
Lot 51 - 2 Clayey Sand 6
I Lot 1-3 Silty Clay, trace sand 109
Lot 1-3 Clayey Silt 140
I . Lot 2-3 Clayey Sand, with silt 28
. Lot 3-3 Clayey Sand, trace silt 1 1
I . Lot 6-3 Silty Sand, trace clay 5
. Lot 9-3 Clayey Sand, with silt 10
I .Lot 10-3 Clayey Sand, with silt 12
'Lot 17-3 Clayey Sand, with silt 31
. Lot 25-3 Clayey Sand, with silt 27
I . Lot 28-3 Clayey Sand, with silt 35
. Lot 42-3 Sandy Clay, with silt 128
I . Lot 44-3 Sandy Clay, with silt 123
. Lot 44-3 Clayey Sand 17
I .Lot 61-3 Sandy Silt, with clay 38
. Lot 3-4 Silty Sand, with clay 19
I . Lot 4-4 Clayey Sand, with silt 5
, Lot 6-4 Silty Sand, with clay 29
, Lot 40-4 Sandy Silt, with clay 18
I Lot 44-4 Clayey Sand, trace silt 2
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Resistance R-Value Test
: Bulk samples of soil were tested to determine the Resistance (R) value in
accordance with State of California Standard Method 30 '-G. This test is
designed to provide a relative measure of the soil resistance value for use in
.pavement design. The results of the test are:
Sample
,Location
Cala Rosso
Sta: 6+00
Corte Siero
5ta: 8 +00
Via Campanario
5ta: 13+00
Via Campana ria
Sta: 1 8 + 00
'Cala Carrasco
Opp: Lot 28-2
Corte Rimola
Opp: Lot 59-2
Cala Carrasco
Opp: Lot 7-2
Corte Calanda
Sta: 2 + 25
88-81-148-03
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Resistance
Deoth
Soil
Descri otion
Value
"A"
Sub-grade
Clayey Sand
36
Sub-grade
Clayey Sand
44
Sub-grade
Clayey Sand
45
Sub-grade
Clayey Sand
38
Sub-grade
Clayey Sand
35
Sub-grade
Clayey Sand
45
Sub-grade
Clayey Sand
45
Sub-grade
Sandy Clay
19
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Sample
Location
Corte Tolosa
Sta: 18 + 25
Calle Barcaldo
Sta: 11 + 50
Calle Barcaldo
Sta: 15 + 25
Corte Almonte
Sta: 10 + 50
88-81-148-03
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Deoth
Soil
Descriotion
Sub-grade
Silty Sand, with
Clay
Silty Sand
Sub-grade
Sub-grade
Sandy Silt, with
Clay 0
Silty Sand
Sub-grade
Resistance "R"
Value
25
68
17
32
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TemecuJa. California
for: Mescl Homes
~ Converse. Consultants Inland Empire
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88-81-148-(
.;;'t;l..ire .'10
APPENDIX A
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al 60
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z
foil
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e::
foil
c:...
20
COBBLES
UNIFED SOIL CLASSi:?ICATION
GRA VEL SAND
COMSE ~NE
SILT OR CLAY
HYDROMETER
U,S. SIEVE SIZE III INCHES
3
3/4 3/B 4
10 20 40 60 140 200
o
100
~ ""-
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o
10 J
100
W-Z W'3
102
10 1 1~1
GRAIN SIZE IN MILLIMETER
SYMBOL BORING
o CURVE #7
o CURVE #8
;::,. CURVE #9
o CURVE#11
DESCRIPTION
SILlY SANO(SM)
SILlY SANO(SM)
CLAYEY SANO(SC)
SILlY SANO(SM)
GRAIN SIZE DISTRIBUTION
:?>~
PALOMA del SOL Me.ter Plen Community, Tract 24134
Temocuta. C.llfornia
1or:M..a Home.
Project No,
88-81-148-03
Figure No. A - 1
CONVERSE CONSULT ANTS INLAND EMPIRE
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COBBLES
UNIFIED SOIL CLASSIFICATION
eRA VEL SAND
SILT OR CLA Y
FtNE
COARSE
FtNE
U.S. SIEVE SIZE IN INCR!:S
U.S. STANDARD SIEVE No,
HYDROMETER
3
3/4 3/6 4
o
10 20 40 60 140 200
100
N~
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103
100
1 cr2 1 cr3
102
10 1 1(j1
GRAIN SIZE IN MILLIMETER
:SYMBOL BORING DESCRIPTION
0 CURVE#12 CLAYEY SANO(SC)
0 CURVE#13 SILlY SANO(SM)
6- CURVE#H SILlY SANO(SM)
0 CURVE#15 CLAYEY SAND(SC)
GRAIN SIZE DISTRIBUTION
3'\
PALOMA del SOL. Master Plan Community. .
Temecula. California
for:' Mesa Homes
Project No.
88-81-148-03
Figure No. A - 2
CONVERSE CONSULTANTS INLAND EMPIRE
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COBBLES
UNIFIED SOIL ClASSIFICATION
GRA VEL SAND
SILT OR CLAY
I'1NE
COARSE
RNE
U.S. SIEVE SIZE III INCHES
U.S. STANDARD SIEVE No.
HYDROMETER
3
3/4 3/B 4
o
10 20 40 BO 140 200
100
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GRAIN SIZE IN MILLIMETER
BORING
CURV6#16
CURVE#1?
CURV6#18
CURVE#19
DESCRIPTION
SAN OY CLA Y( SC)
CLAYEY SILT(ML)
CLAYEY SAND(SC)
CLAYEY SANDISCl
GRAIN SIZE DISTRIBUTION
I
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:PALOMA dal SOL Maatar Plan Communll'.
Tamacule, Celll:ornle
for: M..a Hom..
Project No.
BB-B 1-14B-03
Figure No. A - 3
CONVERSE CONSULTANTS INLAND EMPIRE
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UNIFIED SOIL CLASSIFICATION
COBBLES GRA VEL I SAND
COARSE FlNE ICOAASE MEDIUM FlNE
U.S. SIEVE SIZE IN iNCHES I U.S. STANDARD SIEVE No.
SILT OR CLAY
HYDROIlETER
3
3/4 3/6 4
10 20 40 60 140 200
100
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GRAlN SIZE [N MILLIMETER
DEPTH
SYMBOL BORING (ft) DESCRIPTION
0 LOT 1-1 F. G. CLAYEY SAND(SC). with silt
0 LOT 6-1 F. G. SANDY CLAY(CL), with silt
6. LOT 12-1 F. G. CLAYEY SAND(SC). with silt
0 LOT 14-1 F. G. CLAY(CL). with silt and sand
GRAIN SIZE DISTRIBUTION
3~
'PALOMA del SOL Master Plan Community, .
!Temecula. California
. for: Mesa Homes
Project No.
88-81-148-03
Figure No. A - 4
CONVERSE CONSULTANTS INLAND EMPIRE
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COBBLES
UNIFIED SOIL CLASSIFICATION
GRAVEL SAND
SILT OR CLAY
F1NE
COARSE
RNE
U.S. SIEVE SIZE IN INCHES
U.S. STANDARD SIEVE No.
HYDROIlETER
3
3/4 3/8 4
10 20 40 60 140 200
100
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D~PfH
SYMBOL BORING it DESCRIPTION
0 LOT 15-1 F. G. CLAYEY SAND(SC). with silt
0 LOT 40-1 F. G. CLAYEY SAND(SC), trace silt
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0 LOT 52-1 F. G. CLAYEY SAND(SC). trace silt
GRAIN SIZE DISTRIBUTION
31,.
PALOMA del SOL Master Plan Community,
Temecula. California
for: Mesa Homes
Project No.
88-81-148-03
:CONVERSE C0NSUL T ANTS INLAND EMPIRE
Figure No. A - 5
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COBBLES
UNIFIED SOIL CLASSIFICATION
GRA VEL SAND
SILT OR CLAY
RNE
COARSE
FtNE
U.S. SIEVE SIZE III IlICHES
U.S. STANDARD SIEVE No.
HYDROIlETER
3
3/4 3/6 4
10 ZO 40 60 140 ZOO
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GRAIN SIZE IN MILlJMETER
D~prH
SYMBOL BORING ft DESCRIPTION
0 LOT 77-1 F. G. Cu\YEY SANO(SC), trace silt
0 LOT 1-2 F. C. SIL1Y SAND(SM), trace clay
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0 LOT 7-2 F. G. Cu\YEY SANO(SC), with silt
GRAIN SIZE DISTRIBUTION
o
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PALOMA del S.OL Master Plan Community,
Temecula. California
fOI': Mesa Hom:es
Project No.
88-81-148-03
CONVERSE CONSULT ANTS INLAND EMPIRE
Figure No. A - 6
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COBBLES
UNIFIED SOIL CLASSIFICATION
GRA VEL SAND
SILT OR CLA Y
FlNE
COARSE
FlNE
U.S. SIEVE SIZE IN INCHES
u.s, STANDARD SIEVE No.
HYDROMETER
3
3/4 3/B 4
o
10 ~O 40 60 140 ~OO
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GRAIN SIZE IN MIWMETER
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1(J2 1(J3
D~PfH
SYMBOL BORING tt DESCRIPTION
0 LOT 8-2 F. C. CLAYEY SANO(SC), with silt
0 LOT 19-2 F. G. SANDY SILT(ML), with clay
6 LOT 32-2 F. G, SILTY SANO(SM), trace clay
0 LOT 34-2 F. G. CLAYEY SAND(SC). with silt
GRAIN SIZE DISTRIBUTION
?Pv
PALOMA de' ,SOL Master Plan Community
Temecula, California
for: Mesa Homes
Project No.
88-81-148-03
Figure No. A - 7
:CONVERSE CONSULT ANTS INLAND EMPIRE
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COBBLES
UNIFIED SOIL CLASSIFICATION
GRA VEL SAND
SILT OR CLAY
FlNE
COARSE
FtNE
u.s. SIEVE SIZE IN INCHES
U.S. STANDARD SIEVE No.
HYDROllETER
3
3/4 3/6 4
10 20 40 60 140 200
o
100
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GRAIN SIZE rN MIlliMETER
D~PfH
. SYMBOL BORING tt DESCRIPTION
0 LOT 40-2 F. G. SANDY SILT(ML). with clay
0 LOT 44- 2 F. G. SILlY CLAY(CL)
e:. LOT 46-2 F. G. SILlY SAND(SM), trace cloy
0 LOT 54-- 2 F_ G. SILlY SAND(SM). with clay
GRAIN SIZE DISTRIBUTION
40
:PALOMA del SOL Master Plan Community
iTemecula. California
I for: Mesa Homes
Project No.
88-81-148-03
Figure No. A - 8
CONVERSE CONSULTANTS INLAND EMPIRE
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COBBLES
UNIFIED SOIL CLASSIFICATION
GRA VEL SAND
COARSE FlNE C()..I.RSE MEDIUM I F1NE
SILT OR CLAY
U,S. SIEVE SIZE III IlIC!IES
U.S. STANDARD SIEVE No.
HYDROIlETER
3
3/4 3/8 4
10 20 40 60 140 200
o
100
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103
100
10-2 1 cr3
102
10 1 1cr'
GRAIN SIZE IN MIlliMETER
DEPTH
SYMBOL BORING (ft) DESCRIPTION
0 LOT 1-3 F. G, SiLlY CLAY(CL), trace sand
0 LOT 2-3 F. G, CLAYEY SANO(SC), with silt
6- LOT 3-3 F, G. CLAYEY SAND(SC). trace silt
0 LOT 6-3 F. G. SILlY SAND(SM), trace clay
GRAIN SIZE DISTRIBUTION
~.
PALOMA del SOL Master Plan Community
'Temeculs, California
tor: Mesa Homes
Project No.
88-81-148-03
Figure No. A - 9
CONVERSIE CONSULT ANTS INLAND EMPIRE
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COBBLES
UNIFIED SOIL CLASSIFICATION
GRAVEL SAND
SILT OR CLAY
FlNE
FlNE
COARSE
U.S. SIEVE SIZE III IlICllES
u.s. STANDARD SIEVE No.
HYDROllETER
3
3/4 3/B 4
10 20 40 60 140 200
100
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103
100
1(f2 1(f3
102
10 1 1(f'
GRAIN SIZE IN MIlliMETER
D~prH
SYMBOL BORING tt DESCRIPTION
0 LOT 9-3 F. G. CLAYEY SANO(SC). with silt
0 LOT 10-3 F. G. CLAYEY SAND(SC). with silt
6- LOT 17-3 F. G. CLAYEY SANO(SM). with silt
0 LOT .25-3 F. G. CLAYEY SANO(SC). with silt
GRAIN SIZE DISTRIBUTION
PALOMA del SOL Master Plan Community
Tlemecula. California
for: Mesa Homes
Project No.
88-81-148-03
o
20 e-
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CONVERSE CONSULT ANTS INLAND EMPIRE
Figure No. A - 10
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COBBLES
UNIFIED SOIL CLASSIFICATION
GRA VEL SAND
COPRSE I FlNE FlNE
SILT OR CLAY
u.s. SIEVE SIZE III IlICHES
u.s. STANDARD SIEVE No.
HYDROllETER
3
3/4 3/8 4
o
10 20 40 60 140 200
100
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103
100
1 (f" 1 (J3
10"
10 1 l(J'
GRAiN SIZE IN MILLIMETER
D~PJH
SYMBOL BORING tt DESCRIPTION
I] LOT 28-3 F. G. CLAYEY SANO(SC). with silt
0 LOT "2-3 F, C, SANDY CLAY(CL), with silt
C- LOT 44-3 F. C. SANDY CLAY(CL). with silt
I) LOT 61-3 F. C. SANDY SILT(ML). with cloy
GRAIN SIZE DISTRIBUTION
ft.?;
PALOMA del SOL Master Plan Community
Temecula. California
for: Mesa Homes
Project No.
88-81-148-03
Figure No. A - 11
CONVERSE CONSULT ANTS INLAND EMPIRE
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COBBLES
UNIFIED SOIL CLASSIFICATION
GRA VEL SAND
COARSE
RNE
FiNE
SILT OR CLAY
u,S. SIEVE SIZE IN INCHES
u.s. STANDARD SIEVE No.
HYDROMETER
3
3/4 3/B 4
10 20 40 BO 140 200
100
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GRAIN SIZE IN MIlliMETER
100
1(f2 1~3
D~PfH
.SYMEOL EORING ft DESCRIPTION
0 LOT 3-4 F. G. SILlY SAND(SM). with clay
0 LOT 4-4 F. G. CLAYEY SANO(SC), with silt
e:. LOT 6-4 F. G. SILlY SAND(SM). with clay
(; LOT 40-4 F. G. SANDY SILT(ML). with clay
GRAIN SIZE DISTRIBUTION
~
. PALOMA del SOL Master Plan Community,
iTemecuta, California
'for: Mesa Hom..
Project No.
88-81-148-03
CONVERSE CONSULTANTS INLAND EMPIRE
Figure No. A - 12
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COBBLES
UNIFIED SOIL CLASSIFICATION
eRA VEL SAND
SILT OR CLAY
FINE
COARSE
FINE
u.s. SIE:VE SIZE IN INCHES
U.S. STANDARD SIEVE No.
HYDROIlETER
3
3/4 3/6 4
10 20 40 60 140 200
o
100
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GRAIN SIZE IN MIlliMETER
D~prH
SYMBOL BORING ft
o LOT 44-4 F, G.
DESCRIPTION
CLAYEY SAND(SC), trace silt
GRAIN SIZE DISTRIBUTION
A6
PALOMA del !SOL Master Plan Community
Tem.cuta, California
for: Mesa Homes
Project No.
88-81-148-03
Figure No. A - 13
,CONVERSE CONSULTANTS INLAND EMPIRE
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SAMPLE DEPTH
S'<MBOL LOCATION (tt) DESCRIPTION
--
0 CURVE #1 10-11 SANO(SP),trace silt
0 CURVE #2 02-04 SILTY SANO(SM),trace gray
6 CURVE #3 05-07 SANO(SP)
0 CURVE #4 22-24 SILTY SANO(SM)
ll' CU RVE#5 47-48 SANDY SILT(ML)
"- 120
u
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&l 110
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Q 100
140
130
90
80
o
5 10 15
MOISTURE CONTENT IN PERCENT
20
TEST
METHOD
OPTIMUM MAXThlUM DRY
MOISTURE (ll:) DENSITY (pet)
ASTM 0-1557
ASTM 0-1557
ASTM 0-1557
ASTM 0-1557
ASTM 0-1557
6.6
8,2
9.9
15.0
11.2
135.5
131.8
114.2
118.3
128.2
COMPACTION TEST
At,
PALOMA del SOL Master Plan Community
T-emacula, California
for: Mesa Home.
Project No.
88-81-148-03
Figure No. A - 14
CONVERSE CONSULT ANTS INLAND EMPIRE
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135
'" 130
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0...
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115
110
o
5 10 15
MOISTURE CONTENT IN-PERCENT
20
OPTIMUM MAXIMUM DRY
MOISTURE (0;) DENSITY (pet)
SA1lP LE TEST
SYMBOL LOCATION DESCRIPTION METHOD
0 CURVE #6 SANO(SP) 01557-78
0 CURVE #7 SILTY SANO(SM) 01557-78
c, CURVE #8 SILTY SANO(SM) 01557-78
0 CURVE #9 CLAYEY SANO(SC) 01557-78
t: CURVE #10 SILTY SANO(SM) D1557-78
COMPACTION TEST
11.0 119.3
12.7 119.7
8,5 134.0
7.9 129.5
8.2 129.3
A,V
PA.LOMA del SOL Meetu PI en Community
Temecule, Celllo,nle
for: M..a Home.
CONVERSE CONSULT ANTS INLAND EMPIRE
Project No.
88-81-148-03
Figure No. A - 15
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u 100 PERCENT SATURATION
0..
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-
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115
^
110
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5 10 15
MOISTURE CONTENT IN- PERCENT
20
SAMPLE TEST
SYMBOL LOCATION DESCRIPTION METHOD
0 CURVE #11 SILTY SAND(SM) 01557-78
0 CURVE #'2 CLAYEY SANO(SC) 01557-78
"- CURVE #.3 SILTY SANO(SM) 01557-78
C' CURVE #14 SILTY SANO(SM) 01557-78
-:: CURVE #15 CLAYEY SANO(SC) 01557-78
COMPACTION TEST
OPTIMUM MAXIMUM DRY
MOISTURE (>1;) DENSITY (pc!)
9,'
10.1
8.9
8.2
8,3
132.4
129.1
131.9
115.1
133.1
A@:>
PALOMA del SOL Master Plan Community,
Temecula. California
for: Mesa Homes
Project No.
88-61-146-03
CONVERSE CONSULTANTS INLAND EMPIRE
Figure No. A - 16
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SAMPLE DEPTH
SYMBOL LOCATION (It) DESCRIPTION
--
0 CURVE !f16 SANDY CLAY(CL)
0 CURVE !f17 CLAYEY SILT(ML)
.c. CURVE !f18 CLAYEY SANO(SC)
0 CURVE !f19 CLAYEY SANO(SC)
"'" 130
u
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RCENT SATURATION
C GRA VITY = 2.70
115
110
o
5 10 15
MOISTURE CONTENT IN PERCENT
20
TEST
METHOD
OPTIMUM MAXIMUM DRY
MOISTURE (lli) DENSITY (pcl)
01557-78
01557-78
01557-78
01557-78
14.1 119.1
14.1 118.2
8.9 127.5
11.4 125.0
COMPACTION TEST
.1\C\
PALOMA del SOL Master Plan Community,
Tem.cula, California
for: Mesa Hom..
Project No.
88-81-148-03
Figure No. A - 17
CONVERSE CONSULTANTS INLAND EMPIRE
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NORMAL STRESS IN KSF
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HORIZONTAL DEFORMATION IN INCH
BORING/SAMPLE : CURVE 117 DEPTH (It)
DESCRIPTION : SILTY/CLAYEY SANO(SM/SC)"
STRENGTH INTERCEPT (ksf) 1.110
FRICTION ANGLE (degree) 44.4
(PEAK STRENGTH)
(PEAK STRENGTH)
* Remolded at optimum moisture content to 90'
percent of the laboratory maximum dry density
MOISTURE DRY DENSITY VOID NOR.\iAL PEAK RESIDUAL
SYMBOL CONTENT (ll;) (pel) RATIO STRESS (kst) SHEAR (ksr) SHEAR (ksf)
0 12.9 106.9 .558 .50 1.56 1.01
0 11.8 108.1 .541 1.00 2.14 1.66
~ 11.4 109.6 .520 2.00 3.05 2.40
DIRECT SHEAR TEST
'50
PALOMA del SOL Master Plan Community.
Temecula. California
for: Mesa Homes
Project No.
88-81-148-03
CONVERSE CONSULT ANTS INLAND EMPIRE
A - 18
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NORMAL STRESS IN KSF
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HORIZONTAL DEFORMATION IN INCH
BORING/SAMPLE : CURVE ,9 DEPTH (It)
DESCRIPT;ON . CLAYEY SAND'"
STRENGTH INTERCEPT (ksf) ,644
FRICTION ANGLE (degree) 47.7
(PEAK STRENGTH)
(PEAK STRENGTH)
*" Remolded at optimum molstur. content to 90~
01 the Ilaboratory maximun dry density
MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL
SYMBOL CONTENT (~) (pcl) RATIO STRESS (ksl) SHEAR (ksf) SHEAR (ksf)
0 7.5 , 17.9 .413 .50 1.15 .87
CI 5.6 120.0 .388 1.00 1.80 1.44
~, 7.1 118.3 .409 2.00 2.82 2.21
DIRECT SHEAR TEST
5,
PALOMA del SOL Master Plan Community,
Ternecula, California
,for-iM8sa Homes
Project No.
88-81-148-03
CONVERSE CONSULTANTS INLAND EMPIRE
Figure No. A - 19
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NORMAL STRESS IN KSF
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HORIZONTAL DEFORMATION IN INCH
BORING/SAMPLE : CURVE #11 DEPTH (It)
DESCRIPTION : SILTY SANO(SM)*
STRENGTH INTERCEPT (kst) .972
FRICTION ANGLE (degree) 37.9
(PEAK STRENGTH)
(PEAK STRENGTH)
* Remolde:d at optimum moisture content to 90%
at the laboratory maximun dry denalty
MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL
SY\IEOL CONTENT (:;g) (pcr) RATJO STRESS (kst) SHEAR (kst) SHEAR (kst)
() 1.1 127.7 .305 50 1.32 .91
(J 6.2 121,5 .371 1.00 1,81 1.42
Q 7.2 120.3 .384 2.00 2.51 2.23
DIRECT SHEAR TEST
5V
PALOMA del SOL Master .Plan Community,
Tem.cula, Californicl
for: Mesa Homes
Project No.
88-81-148-03
CONVERSE CONSULTANTS INLAND EMPIRE.
Figure No. A - 20
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NORMAL STRESS IN KSF
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HORIZONTAL DEFORMATION IN INCH
BORlNG/:~AMPLE : CURVE #14 DEPTH (ft)
DESCRIPTION : SILiY SANO(SM)*
STRENGTH INTERCEPT (ks!) 1.076
FRICTION ANGLE (degree) 49.2
*' Remolded at optimum moisture content to 90...
of the laboratory maximuM dry density
(FEAK STRENGTH)
(PEAK STRENGTH)
MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL
SYMEOL CONTENT (51!) (pc!) RATIO STRESS (ksr) SHEAR (ks!) SHEAR (ks!)
--
0 10.3 101.5 .642 .50 1.46 1.06
0 8.5 103.7 ,607 1.00 2.53 1.64-
'" 8,9 103.4 ,612 2.00 3.30 2.46
DIRECT SHEAR TEST
s'&>
RA~OMA del SO~ Master Plan Community
liemecula, California
tor: Mesa Homes
Project No.
88-81-148-03
Figure No. A - 21
CONVERSE CONSULT ANTS INLAND EMPIRE
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4.0 6.0
NORMAL STRESS IN KSF
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HORIZONTAL DEFORMATION IN INCH
BORING/SAMPLE . BULK #15 DEPTH (It)
DESCRIPTION : CLAYEY SAND(SC)"
STRENGTH INTERCEPT (ksf) 1.231
FRICTION ANGLE (degree) 39.2
(PEAK STRENGTH)
(PEAK STRENGTH)
* Remolded at optimum moiltur. content to 90'll.
01 the laboratory maximun dry density
MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL
S"DIEOL CONTENT (515) (pel) RATlO STRESS (ksl) SHEAR (ksf) SHEAR (ksf)
0 7.6 119,8 .390 .50 1.46 1.23
0 7.8 119.7 .392 1.00 2.31 1.94
l:. 9.7 117.6 .433 2.00 2.77 2.45
DIRECT SHEAR TEST
54l;
PALOMA del SOL Master Plan Community.
Temecula, California
for: Mesa Homes
Project No.
88-81-148-03
CONVERSE CONSULTANTS INLAND EMPIRE
Figure No. A - 22
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HORIZONTAL DEFORMATION IN INCH
BORING/SAMPLE : CURVE 1/16 DEPTH (It)
DESCRIPTION . CLAYEY SANO*
STRENGTH INTERCEPT (kst) .473 (PEAK STRENGTH)
FRICTION ANGLE (degree) 39.1 (PEAK STRENGTH)
*' Remolded at optimum moisture content to 90'1(,
of the la,boratory maximun dry density
MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL
sy~jEOL CONTENT (c;;) (pel) RATIO STRESS (ksr) SHEAR (ksf) SHEAR (ksf)
0 15.4 105.4 .580 .50 .80 .77
C 14.0 106.8 561 1.00 1.40 U9
" 14.3 106.3 .568 2.00 2.06 2,02
DIRECT SHEAR TEST
%
PALOMA del SOL Master Plan Community.
Temecula, California
for: Mesa Homes
Project No.
88-81-148-03
CCDNVERSE CONSULT ANTS INLAND EMPIRE
Figure No. A - 23
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NORMAL STRESS IN KSF
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HORIZONTAL DEFORMATION IN INCH
BORING/SAMPLE . CURVE 1f17 DEPTH (ft)
DESCRIPTION . CLAYEY SILT(ML) 'l'
STRENGTH INTERCEPT (kst) .927
FRICTION ANGLE (degree) 18.0
?If Remolde:d at optimum moisture content to 90"'
Of the laboratory maximun dry density
(PEAK STRENGTH)
(PEAK STRENGTH)
MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL
SYMBOL CON'I'ENT (~) (pc!) RATIO STRESS (ks!) SHEAR (ks!) SHEAR (ks!)
0 14.5 106.3 .568 .50 1.02 .88
0 14.3 106.8 .559 1.00 1.36 1.25
,~ 15.1 105.6 .578 2.00 1.54- 1.50
DIRECT SHEAR TEST
5("
PALOMA del SOL Maater Plan Community, Tract 24134
T!emecula, California
f,or: Mea. Homes
Project No.
88-81-148-03
Converse Consultants Pasadena
Figure No. A - 24
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8
10-'
o
LOAD IN KIPS PER SQUARE FOOT
1 10
102
.799
,763
.n7
o
1=
<:
P:::
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o
.691 >
,655
,619
6iJ
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BORING
DEPTH (It)
CURVE #7
DESCRIPTION
SILTY SANO(SM)*
* Remolded al opllmum'molsture content to 90'1\
01 the laboralory maxlmun dry danslty
MOIS fURE DRY DENSITY
CONTENT (:os) (pel)
PERCENT
SATURATION
VOID
RATIO
INITIAL
FINAL
107.9
109.2
19
100
.799
.777
4.9
24.9
Nole: Solid circles indicate readings afler addition of water
CONSOUDATION TEST
PCo\tOF;t4 dal SOL Maslar Plan Community
Tamacula, Call1ornia
for: Me.. Hom..
Project No.
88-81-148-03
CONVERSE CONSULT ANTS INLAND EMPIRE
Figure No. A - 25
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LOAD IN KIPS PER SQUARE FOOT
10-1 1 10 102
0 , .432
t:.
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~.... .404
.2
t: ~'.lr'---'''-- "'-, I
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rz1 0
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rz1
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0..
8 .316
10
.269
BORING
DEPTH (tt)
CU RVE #9
DESCRIPTION
CLAYEY SANO(SC)'"
* Remolded lat optimum moisture content to 90"
of the leboratory maxlmun dry deulty
MOISTURE DRY DENSITY
CONTENT (%) (pet)
PERCENT
SATURATION
VOID
RATIO
INlTIAL
FINAL
117.8
120.3
48
90
.432
.4D2
7.0
13.4
Note: Solid circles indicate readings after addition of water
CONSOUDATION TEST
~~
PALOMA del SOL Maater Plen Community
1em.cul., California
'or:: Me.. Hom..
Project No.
88-81-148-03
,CONVERSE CONSULTANTS INLAND EMPIRE
Figure No. A - 28
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c..
8
10-1
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LOAD IN KIPS PER SQUARE FOOT
1 10
102
.638
.603
.S70
0
-
E-
~
0
-
0
,S38 >
.SOS
.472
$J..
10
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-- I-- ,", .:-::
BORING CURVE #11 DESCRIPTION SILlY SANO(SM)
DEPTH (It)
-* ReMolded at optimum moiltur. content to 90'
of the laboratory maximun dry denolty
MOISTURE DRY DENSITY PERCENT VOID
CON'l'ENT (51;) (pet) SATURATION RATIO
mlTIAL 13.0 114.5 61 .636
FINAL 20.8 115.3 100 .624
Nole: Solid circles indicate readings afler addition of water
CONSOUDATION TEST
PALOMA del SOL Maoter Plan Community
Temeeula, Callfornle
foil': M... Home.
Project No.
88-81-148-03
CONVERSE CONSULTANTS INLAND EMPIRE
Figure No. A - 27
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LOAD IN KIPS PER SQUARE FOOT
1 10
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.665
10
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-4 ... ~f-,
.499
,632
.599
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.532
BOR[NG
DEPTH (It)
CURVe: #14
SILTY SANO(SM)"
DESCRIPTION
'iK Remolded at "ptlmum moisture content to 90..
of the laboratory maxlmun dry density
MOISTURE DRY DENSITY
CONTENT (~) (pet)
PERCENT
SATURATION
VOID
RATIO
INITIAL
FINAL
13.2
21.7
54
94
.555
.527
1D1.3
1D3.7
Note: Solid circles indicate readings alter addition oC water
CONSOUDATION TEST
(p
IPALOMA del SOL Master Plan Community.
ITamecula, Call1iornla
I for:' Me.. Hom..
Project No.
88-81-148-03
Figure No. A - 28
CONVERSE CONSULT ANTS INLAND EMPIRE
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LOAD IN KIPS PER SQUARE FOOT
1 10
102
.562
.505
.448
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.334
.278
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BORING CURVE #15 DESCRIPTION CLAYEY SANO(SC)*
DEPTH (n)
,* Remolded at optimum moisture content to 90'
of the laboratory maximun dry density
MOISTURE DRY DENSITY PERCENT VOID
CONTENT (~) (pet) SATURATION RATIO
INITIAL 7.1 120.5 4-7 .4-20
FINAL 14.8 121.5 100 .4-08
Note: Solid circles indicate readings after addition of water
CONSOliDATION TEST
PALOMA del SOL Me.ter Plen Community.
Tlemecul., C.ntornlll
for: M... Hom..
Project No.
88-81-148-03
iCONVERSE CONSULT ANTS INLAND EMPIRE
Figure No. A - 29
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LOAD IN KIPS PER SQUARE FOOT
1 10
10.
.660
,627
.594
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.561 :>
.526
.494
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BORING
DEPTH (it)
SANDY CLAY(SC)"
CURVE #16
DESCRIPTION
'71- Remolded at optimum mol.tura content to 90"'
of the laboratory maximun dry density
MOISTURE DRY DENSITY
CONTENT (~) (pet)
PERCENT
SATURATION
VOlD
RATIO
INITIAL
FINAL
13.2
21.4
107.4
110.5
57
100
.660
.614
Note: Solid circles indicate readings after addition of water
CONSOUDATION TEST
:PALOMA da' SOL Ma.tar Plan Community.
Tem.cul., Callforni.
'for: 'M... Hom..
Project No.
88-81-148-03
C0NVERSE CONSULT ANTS INLAND EMPIRE
Figure No. A - 30
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W
0-
i.l
10-1
-10
LOAD IN KIPS PER SQUARE FOOT
1 10
102
,782
10
I I ' I
~
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, \
, '\.
, , " I
...-
- -
..... ,
I
,458
.717
.852
o
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.588 ;>
.523
BORING
DEPTH (1t)
CURVE #17
CLAYEY SILT(ML).
DESCRIPTION
'-IIi Remolded It optimum molsturl content to 90"
01 thl laboretory ml.lmun dry dlnelty
MOISTURE DRY DENSITY
CONTENT (5S) (pcr)
PERCENT
SATURATION
VOID
RATIO
INITIAL
FINAL
60
100
.620
.612
13.4
21.9
107.3
107.9
Note: Solid circles indicate readings after addition of water
CONSOUDATION TEST
(po
PALOMA dl' SOL Mutlr Plln Community
Tlmlcull, Clllfornla
for: M... Hom..
Project No.
88-81-148-03
Figure No. A - 31
OONVERSE CONSULT ANTS INLAND EMPIRE
, I
I
MEAOOU UEST I MESA HOMES
Project Nuntler: 88'8t"48'03 Table I
I SUMMARY OF FIELD TEST RESULTS
POINJ T'est Approximate Approximate Approximate Field 1 Relative
I IOENJIF Date Test Location Test Depth of Fill Dry Moisture Soil COl'I'paction
ICATlON Ele....ation (fO Below Test eft) Density Content eX) Type (Xl
..._____~..~______..________._..______________________..___........._____._________......____..__.____..___________e___.......__
I 00001 4-05-90 Tract 24134-1,Lot 67-1 1185.0 0.0 113 14.3 7 94
00002 " lot 64-1 1185.0 0.0 113 12.5 7 93
00003 " lot 55-1 1182.0 0.0 115 11.0 7 95
00004 ." lot 48-1 1181.0 0.0 113 10.9 7 94
I 00005 " Lot 59-' 1180.0 0.0 112 t2,1 7 94
00006 ," lot 50-1 1181.0 0.0 1 15 11.6 7 95
00007 4-06-90 Tr 24134.4, Corte Almonte, Adj. 51-4 1202.0 0.0 109 12.0 7 90
I 00008 ." Corte Almonte, Adj. Lot SQ-4 1206.0 0.0 111 12.3 7 92
00009 " Corte Almonte, Adj. Lot 46-4 1216.0 0.0 110 11.8 7 91
00010 " .. " 1217.0 0.0 111 11.3 7 92
00011 " Lot 68-4 1224.0 2.0 121 10.9 9 93
I 00012 " lot 44-4 1219.0 0.0 121 10.3 9 93
00013 " lot 48,4 1209.0 0.0 120 9.7 9 92
00014 " Corte Almonte, Adj. Lot 49-4 1214.0 2.0 118 8.9 9 91
I 00015 " Corte Almonte, Adj. lot 45-4 1222.0 2.0 118 9.3 9 91
00016 4-09-90 Tract 24134-2, lot 22-2 1213.0 0,0 119 8.5 10 91
00017 Lot 49-2 1220,0 0.0 119 9.0 10 92
I 00018 lot 27,2 1226.0 0.0 120 8.4 10 92
00019 lot 51'2 1224.0 0.0 119 10.3 10 91
00020 Cala Carrasco Adj. lot 30,2 1233.0 0,0 117 9.7 10 90
00021 lot 25-2 1224.0 4.0 118 8.9 10 91
I 00022 lot 23,2 1214.0 0.0 121 9.4 10 93
00023 lot 26-2 1230.0 5.0 119 10.6 10 91
00024 Cala Carrasco, ,~dj. lot 13,2 1230.0 2.0 117 9.1 10 90
I 00025 lot 25-2 1223.0 4.0 119 10.6 10 91
00026 lot 50-2 1224.0 5.0 112 13.1 7 93
00027 lot 23-2 1220.0 5.0 121 9.7 10 93
00028 " Cala Carrasco, Adj. lot 29-2 1235.0 4.0 114 11.7 7 95
I 00029 " lot 24,2 1222.0 6.0 109 11.6 7 90
00030 " lot 51,2 1229.0 5.0 110 12.1 7 92
00031 " lot 50-2 1229.0 5.0 112 12.9 7 93
I 00032 " lot 51-2 1227.0 7.0 115 7.6 9 89
00033 " lot 51,2 1231.0 7.0 121 8.7 9 93
00034 " lot 22-2 1217.0 5.0 114 6,5 9 88
I 00035 " lot 22-2 1217.0 5.0 117 8.7 9 90
00036 " lot 23-2 1220.0 7.0 122 8.7 9 94
00037R " Retest for 00032 1227.0 7.0 119 8.8 9 91
00038R " Retest for 00034 1217.0 5.0 120 9.1 9 92
I 0003. " lot 50,2 1230.0 7.0 119 7.5 9 92
00040 " Lot 49-2 1230.0 10.0 113 11.0 7 94
00041 " lot 26-2 1233,0 11.0 113 10,6 7 94
I 00042 " lot 22'2 1230,0 16.0 118 8.0 9 90
00043 " lot 23'2 1230.0 16.0 115 12.1 7 96
I GA
I Converse Consultants Inland Empire
I
I
MEADOW ~EST I MESA HOMES
Project Nunber: 88,81,148,03 Table I
I SUMMARY OF F [ELO TEST RESULTS
POINT rest Approximate Approximate Approx imate Field 1 Relative
I IDE~TIF (late Test Location Test OepthofFitl Dry Moisture Soil C~action
ICATlON Etevation (ft) eelow Test eft) Density Content (~) Type (Xl
......----.--------........-----............--.----...----.-------------..----........-------------........--..--......---------
I 00087 .4'12,90 Tract 2~134'4, Lot 47-4 1215.0 4.0 110 12.5 7 92
00088 " Lot 68,4 1225.0 4.0 118 8.9 9 91
00089 .. Lot 44-4 1221.0 2.0 119 8.0 9 92
00090 4,13,90 Tract 24134-1, Lot 61.' '190,0 4.0 111 12.7 7 92
I 00091 " Lot 60-' 1190.0 8.0 112 11.1 7 93
00092 " Lot 60-' 1190.0 8.0 112 10.9 7 93
00093 .. Lot 65-' 1186.0 1.0 111 12.9 7 92
I 00094 " Lot 58-' 1188.0 8.0 112 11.7 7 93
00095 Lot 67-1 1188.0 3.0 112 12.3 7 93
00096 Corte Siero, Adj, Lot 55-1 1188.0 2.0 110 11.7 7 92
00097'" Lot 58-' 1190.0 10.0 III 12.1 7 92
I 00098* Lot 54,1 1190.0 8.0 118 9.3 10 93
00099' Lot 50-1 1190.0 12.0 116 8.8 10 90
00100* Corte S;ero, Adj. lot 62- 1 1188.0 2.0 118 9.1 10 91
I 00101 Lot 49-1 1186.0 5.0 111 8.0 9 87
00102 Lot 57-1 1187,0 6.0 111 7.0 7 93
00103 Lot 47-1 1187.0 9.0 118 10.0 9 91
00104 Lot 54-1 1188.0 6.0 113 10.0 7 95
I 00105 Lot 55-' 1186.0 4.0 110 10.0 7 92
00106R Retest for 00101 1186.0 5.0 118 9.0 9 90
00107 Lot 51-1 1187.0 5.0 108 8.0 7 90
I 00108 Lot 52-1 1188.0 8.0 111 10.1 7 93
00109 Lot 51-' 1186.0 4.0 119 8.0 9 92
00110 " lot 50-' 1187.0 9.0 113 12.0 7 94
I 00111 " Lot 53,1 1188.0 6.0 112 11.0 7 92
00112 ' II Lot 56-' 1188.0 6.0 113 9.0 7 94
00113 ' " Lot 60-1 1189.0 8.0 118 9.0 9 91
00114 " Lot 54,1 1187.0 5.0 108 11.0 7 90
I 00115 ' " Lot 57'1 1189.0 7.0 109 11.0 7 91
00116 . " Lot 49-1 1187.0 5.0 108 9.0 7 90
00117 " Slope, Adj. Lot 61,1 1190.0 4.0 117 10.0 10 90
I 00118 . " Slope, Adj. Lot 61.1 1192.0 6.0 117 9.9 10 90
00119 " Slope, Adj. Lot 60-' 1193.0 7.0 118 10.1 10 91
00120 " Lot 62-1 1191.0 5.0 118 11.0 10 91
00121 " Lot 60-1 1189.0 8.0 118 9.7 10 91
I 00122 .. Lot 61-1 1190.0 4.0 118 8.8 10 91
00123 " Lot 62,1 1194.0 8.0 119 11.4 10 92
00124 " Lot 61,1 1189.0 3.0 118 11.9 10 91
I 00125 " Lot 53'1 1189.0 7.0 110 12.5 7 92
00126 " Lot 54-1 1190.0 8.0 113 10.9 7 94
00127 4'16-90 Via Campanario, Adj. Lot 72-1 1193.0 8.0 111 12.0 7 92
I 00129 " Lot 61,1 1191.0 5.0 118 10.8 10 91
00129 " Lot 60-1 1192.0 10.0 119 9.1 10 91
I ~
I Converse Consultants Inland Empire
I
I
ME~DOU ~EST / MESA HOMES
I Project' Nl.IJt)er: 88.81-148-03 Table I
SUMMARY OF FIELO TEST RESULTS
POINT Test Approximate Approximate Approximate Field 1 Relative
I !DENT I F Date Test Location Test Oepth of Fill Ory Moisture Soil C~acticn
[CATION Elevation (ft) Below Test (ft) Oens; ty Content (X) Type (X)
__~_____.4..'__._.___.______________________...__.____.-------------------....-----.....--....-...---..-------------------------
I 00130 4-16-90 Tract 24134,1, lot 60,1 1193.0 8.0 118 11.4 10 91
00131 " Lot 67-' 1190.0 6.0 113 7.0 10 87
00132 " lot 65-1 1191.0 6.0 113 6.2 10 87
00133 " lot 63-1 1192.0 6.0 113 5.7 10 87
I 00134 Corte Siero, Adj. Lot 58-' 1190.0 4.0 118 8.3 10 90
00135 " lot 49-' 1190.0 9.0 118 6.4 10 91
00136 " Lot 48- 1 1190.0 10.0 118 7.4 10 90
I 00137 " Lot 59-' 1190.0 8.0 116 8.4 10 90
00138R Retest for 00131 1190.0 6.0 118 8.4 10 91
00139R " Retest for 00132 1191.0 6.0 118 9.6 10 91
I 00140R " Retest for 00133 1192.0 6.0 121 8.9 10 93
00141 4-17'90 Lot 39-1 1194.0 15.0 107 18.2 10 82
00142 " lot 51-1 1194.0 12.0 108 16.9 10 83
DOi43 " lot 62-1 1195.0 10.0 109 16.5 10 84
I oOi44 " lot 49-4 1218,0 7.0 118 11.2 12 91
DOllS" " lot 45-4 1225.0 7.0 119 12.0 12 92
OOi46- " lot 68,4 1228.0 7.0 119 11.7 12 92
I 00147- " lot 69-4 1231.0 6.0 119 10.2 10 91
DOi48R*: 04-103-90 Retest for 00141 1194.0 15.0 120 9,8 10 92
OOi49R* " Retest for 00142 1194.0 12.0 121 9.6 10 93
OaiSOR- " Retest for 00143 1195.0 10.0 117 9.8 10 90
I 00151 " lot 41-1 1195.0 16.0 116 6.6 10 90
00152 " lot 40-1 1195.0 16.0 118 9.6 10 91
00153 " lot 74-1 1197.0 16.0 116 10.3 10 89
I 00154 .. Lot 47-' 1196.0 19.0 116 9.2 10 90
00155 " lot 57,1 1198.0 16.0 117 11.1 10 90
00156 " lot 64,1 1197.0 12.0 122 9.4 10 94
I 00157 " lot 72-1 1198.0 14.0 120 10.3 10 92
00158 " lot 40-1 1198.0 20.0 121 9.4 10 93
00159 " lot 53.1 1198.0 16.0 118 10.6 10 91
00160R .. Retestfo~ 00153 1197,0 16.0 118 9.9 10 91
I 00161 4'26-90 lot 61.1 1194,0 8.0 113 9.2 10 87
00162 " lot 60-1 1194.0 12.0 119 7.7 10 92
00163 " lot 59-1 1193.0 13.0 118 10.1 10 91
I 00164 " lot 62,1 1194.0 8.0 119 9.4 10 91
00165 " lot 58-1 1192,0 12.0 118 11.6 10 91
00166 " lot 64-1 1193.0 7.0 117 10.7 10 90
00167 " lot 52,1 1190.0 10.0 122 9.1 10 94
I 00168 " lot 66-1 1193.0 8.0 119 8.8 10 92
00169R " Retest for 00161 1194,0 8.0 120 10.6 10 92
00170 " lot 7-1 1198.0 2.0 117 9,2 10 90
I 00171 " Slope Adj. Lot 8- 1 1193.0 4.0 117 8.4 10 90
00172 .. lot 47,1 1189.0 12.0 119 8.7 10 92
I lPv
I
Converse Consultants Inland Empire
I
I
MEADO" "EST I MESA HOMES
Project Nurber: 88,81,148'03 TabLe I
I SUMMARY OF FIELD reST RESULTS
POINT Tes": Approximate Approximate Approximate Field Relative
I IDENT! F DatI! Test location Test Depth of F il t Dry Moisture Soil C~action
rCATION Elevation (ft) Below Test (ft) Density Content (X) Type (X)
....-...-...--------------------------------------------.-.......-----------------------.-......-----------.-.._-_....._--..-..-
I 00173 4'26-90 Tract 24134-1, Lot 5Q-, 1198.0 16,0 119 9.9 10 92
00174 '" lot 54,1 1198,0 16.0 116 11.0 10 89
00175 ," lot 39-' 1197.0 18.0 120 10.3 10 92
D0176R 'II Retest for 00174 1198.0 16.0 118 9.1 10 91
I 00177 4-27'90 Lot 48-' 1195.0 15.0 121 10.7 10 93
00178 :11 Corte Siero, Adj. lot 56,1 1194.0 8.0 120 9.3 10 92
00179 :11 lot 63-1 1195.0 9.0 119 11. 1 10 91
I 00180 'II lot 56,1 1198.0 16.0 118 10.1 10 90
00181 " Slope, Adj. Lot 7-' 1200.0 6.0 119 9.8 10 91
00182 " Slope, Adj. lot 8-' 1196.0 7.0 118 11.4 10 91
00183 " lot 66-' 1194.0 9,0 118 10.0 10 91
I 00184 4-30.90 lot 59-1 1202.0 22.0 113 14.0 16 95
00185 " lot 63-1 1200.0 14,0 111 14.9 16 93
00186 " lot 46-1 1197.0 14,0 107 15.1 16 90
I 00187 " Corte Siero, Ad]. Lot 67-' 1195.0 9.0 111 12.6 16 93
00188 " Lot 51-' 1193.0 11.0 108 13.4 16 91
00189 " Lot 64-' 1196.0 10.0 110 13.1 16 93
00190 " Lot 67-' 1195.0 10,0 111 14.2 16 93
I 00191 " Via C~anario, Adj. lot 70.1 1195.0 11.0 110 14.7 16 92
00192* " lot 57-1 1198.0 16.0 110 15.6 16 92
00193 .. lot 57,1 1198.0 16.0 110 14.9 16 92
I 00194 " lot 65-1 1195.0 9.0 109 13.7 16 91
00195 " lot 63-1 1198.0 12.0 110 14.1 16 92
00196 " lot 60.1 1198.0 16.0 107 12.9 16 90
I 00197 .. lot 43-1 1190.0 5.0 110 13.1 16 93
00198 " Slope Adj. lot 28,1 1199.0 10.0 108 15.2 16 90
00199 " Slope Adj. lot 8-1 1199.0 10.0 110 14.7 16 92
I 00200 04-30-90 Slope Adj. lot 7'1 1205.0 13.0 110 13.1 16 92
00201 " Slope Adj. lot 7,1 1205.0 9.0 109 13.7 16 92
00202 " Slope Adj. lot 29-' 1196.0 7.0 110 15.2 16 92
00203 " Slope Adj. lot 7,1 1200.0 9.0 108 lS.6 16 91
I 00204 " lot 47.1 1196.0 14.0 112 13.9 16 94
00205 05'01-90 lot 61-1 1200.0 18.0 112 12.2 16 94
00206 lot 58,1 1200.0 18.0 112 11.6 16 94
I 00207 Lot 64-' 1198.0 12.0 112 11.3 16 94
00208 Slope Adj. lot 7.1 1210.0 16.0 113 7.1 10 87
00209 Lot 7-1 1210.0 16,0 116 5.7 10 89
00210 Slope Adj. lot 8,1 1205.0 15.0 '16 6.3 10 89
I 00211 lot 47,1 1196.0 16.0 117 8.3 10 90
00212 Lot 60-' 1200,0 18,0 117 9.1 10 '90
00213R " Retest for 00208 1210,0 16.0 119 8.1 10 91
I 00214R " Retest for 00209 1210.0 16.0 119 9.3 10 92
00215R " Retest for 00210 1205.0 15.0 119 8.9 10 91
I ~
I Converse Consultants Inland Empire
I
I
MEAOOU UEST I MESA HOMES
I Project ,Number: 88,81,148,03 Table I
SUMMARY OF FtELO TEST RESULTS
POINT Test Approximate Approximate Approximate Field 1 Relative
I IDENT! F Date Test Location Test Depth of FiLL Ory Moisture SOl l C~action
ICATrON Elevation (ft) Below Test (ft) Density Content (X) Type <Xl
.------_......------_..._~.-----_...._------------------_....................................-......._--.-..........-..........-
I 00216 '05-01'90 Lot 61-1 1200,0 14.0 119 10.1 10 92
00217 " Lot 62-1 1198.0 12.0 118 9.3 10 90
00218 " Lot 65,1 1198.0 12.0 119 11.1 10 92
00219 " Lot 56-1 1198.0 16.0 118 9.7 10 91
I 00220 " Lot 66-1 t198,O 13.0 121 8,4 10 93
00221 05.02.90 Lot 81-1 1200.0 0.0 109 9.3 7 91
00222 " Lot 83-1 1203.0 0.0 117 10.4 12 90
I 00223 " Lot 83-1 1203.0 0.0 118 11.2 12 91
00224 " Lot 85- t 1212.0 2.0 119 11.7 12 92
00225 " Lot 82-t 1200.0 0.0 120 10.8 12 92
I 00226 05-03-90 Lot 67- t 1203.0 17.0 117 8,9 12 90
I 00227 " Lot 65- t 1203.0 17.0 123 6.7 12 95
00228 " Lot 62-t 1203.0 17.0 117 7.0 12 90
00229 " Lot 61-1 1204.0 18.0 120 8.3 12 92
I 00230 " Lot 60-1 1204.0 22.0 121 8.0 12 93
00231 " lot 47-1 1200.0 21.0 118 7.7 12 91
00232 " Lot 46-t 1199.0 12.0 118 9.1 12 91
I 00233 " Lot 51,1 1200.0 18.0 121 8.8 12 93
00234 05-03-90 Lot 49-1 1198.0 16.0 121 10.6 12 93
00235 " Lot 52-t 1198.0 14.0 120 9.9 12 93
00236 05-04-90 Tract 24134-1 Lot 47-1 1199.0 19.0 120 10.6 12 92
I 00237 " Lot 60-1 1204.0 22.0 119 12.9 12 91
00238 " Lot 55-t 1200.0 18.0 118 11.4 12 91
00239 " Lot 57,1 1203.0 21.0 118 13.1 12 90
I 00240 " Lot 65-1 1200,0 14.0 120 12.4 12 92
00241 " Lot 63,1 1204.0 18.0 116 11.7 12 90
00242 " Lot 63-1 1204.0 18.0 117 13.6 12 90
00243 " Lot 53-1 1200.0 18.0 119 12.6 12 91
I 00244 " Lot 50-1 1200.0 19.0 118 8.5 9 91
00245 " Lot 49-1 1200.0 20_0 118 9.8 9 91
00246 " Lot 57'1 1204.0 22_0 121 7.3 9 93
I 00247 " Lot 47'1 1200.0 20.0 123 6.2 9 94
00248 " Lot 59-1 1202.0 20.0 121 13.8 16 93
00249 05-07-90 Lot 54-1 1199.0 17.0 113 11.7 12 87
I 00250 " Lot 57-1 1199.0 17.0 117 10_5 12 90
00251 " Corte Cabello, Adj. Lot 49.1 1199.0 18.0 111 11.7 12 86
00252 " Lot 50,1 1199.0 18.0 113 9.9 12 87
00253R " Retest for 00251 1199.0 18.0 117 12.3 12 90
I 00254R " Retest for 00252 1199,0 18.0 119 11.8 12 92
00255" " Retest for 00249 1199.0 7.0 118 10.9 12 91
00256 05,OB'90 Lot 44-1 1200.0 12.0 113 10.2 7 94
I 00257 " Lot 45-1 1200.0 16,0 110 11.7 7 91
00258 " Lot 43-t 1200.0 12.0 113 8.6 7 94
I vt
-. Converse, Consultants Inland Empire
I
I
MEAOOU UEST / MESA HOMES
Project NUtbe..: 88,81,148,03 Table I
I SUMMARY OF FIELD TEST RESULTS
POINT ,Test Approximate Approximate Approximate Field 1 Relative
I JOBTIF uste Test location Test Depth of FilL Ory Moisture Soil COlT'paction
JCAitON Elevation (ft) Below Test (tt) Dens i ty Content (,,) Type on
---------...---.--...-------- ---------------------------.------------.----------------------.------........----...--....----..--
I 00259 05'08-90 Lot 43-' 1200.0 11.0 114 8.0 7 95
00260 Lot 58-1 1205.0 25.0 108 10.0 6 90
00261 Lot 59-' 1206.0 26.0 112 9.5 6 93
00262 Lot 59., 1206.0 26.0 117 6.5 6 97
I 00263 Via Ca~anar;o Adj. Lot 74-1 1202,0 18.0 117 10.1 6 97
002S4 Via Ca~anar;o Adj. Lot 74.1 1202.0 18.0 111 11.1 6 92
002S5 Lot 35-' 1205.0 19.0 107 16.0 17 90
I 002M Lot 37., 1205.0 19.0 109 14.9 17 92
00267 " Lot 32-1 1205.0 11.0 114 12.0 12 88
00268 " Lot 34-1 1204.0 11.0 117 10,2 12 91
00269R .. Retest for 00267 1205.0 11.0 116 11.7 12 90
I 00270 " Lot 31-1 1205.0 15.0 117 11.6 12 90
00271 .. Lot "-'l 1204.0 22.0 118 9.9 12 91
00272 " Lot 55.1 1203.0 21.0 115 10.6 6 96
I 00273 " Lot 56-1 1203.0 21.0 112 13.3 6 94
00274- '05.'09-90 Lot 38, t 1198.0 13.0 125 10.0 15 94
00275- " Lot 51-' 1205.0 23.0 118 9.0 13 90
I 00276 " Lot 76-1 1198.0 13.0 119 10.0 12 92
00277 " Via Camoananio Adj. Lot 76.1 1198.0 15.0 129 11.0 12 90
00278 " Lot 34-1 1203.0 10.0 119 12.0 12 92
00279 " Lot 36-1 1203.0 15,0 118 13.0 12 91
I 00280 " Lot 64,1 1205,0 20.0 116 8.0 12 90
00281 " Lot 53-1 1207.0 25.0 112 10.0 17 94
00282 " Lot 52,1 1207.0 20.0 108 9.5 17 91
I 00283 " Lot 39'1 t202.0 22.0 107 12.0 17 90
00284 05,09,90 Lot 37-1 1202.0 21.0 112 12.0 17 94
00285 " Lot 74-1 1198.0 15.0 116 9,0 12 90
00286 " Lot 53,' 1208.0 26.0 108 9.0 17 91
I 00287 '05.11-90 Tract 24134-4 Lot 51-4 1218.0 5.0 109 8.1 9 B4
00288 " lot 51-4 1217.0 5.0 112 9.7 9 B6
00289 " Lot 48-4 1290.0 0.0 123 8.6 5 95
I 00290 " Lot 47-4 1209.0 19.0 118 10.6 5 95
00291 Corte Almonte Street, Adj. lot 42-4 1242.0 11.0 116 5.5 5 90
i 00292 Lot 42-4 1241. 0 0.0 114 6.0 7 95
I 00293 Lot 41,4 1267.0 0.0 113 9.7 7 93
00294 Lot 71-4 1252.0 0.0 112 11.0 7 93
00295 Lot 38,4 1255.0 0.0 121 6.5 7 94
00296 Lot 25-4 1253.0 0.0 121 6.7 7 94
I 00297 Lot 28.4 1256.0 0.0 111 5.1 7 92
00298 Lot 33.1 1207,0 13.0 III 6.4 7 92
00299 Lot 61,4 1238.0 9.0 116 6.6 7 96
I 00300 Calle Veronica, Adj. Lot 61-4 1236.0 10,0 109 6.2 7 90
00301R Retest for 00287 1218.0 5.0 119 6.4 5 92
I 10
I Converse Consultants Inland Empire
I
I
MEAOO~ ~EST f MESA HOMES
I Project iNumber: 88-81'1411-03 Table I
SUMMARY OF FIELO TEST RESULTS
POINT Test Approximate Approximate Approximate Field Relative
I IDENTIF ,Cate Test Location Test Oepth of Fi II Ory Moisture Soil C~action
ICATION Elevation (ft) Below Test (ft) Dens i ty Content (X) Type (%l
---...----.---------........------------------------------_.._-_.............._----------.-............-.----....--.......-------
I 00302R 5-" '90 Retest for 002B8 1217.0 5.0 120 7.0 5 93
00303 Lot 43-1. 1236.0 5.0 116 11.0 12 90
00304 Lot 45-1. 1236.0 18.0 118 13.0 12 91
00305 Corte Almonte, Adj. Lot 44-4 1237.0 20.0 115 6,6 7 96
I 00306 Corte Almonte, Adj. Lot 44-4 1237.0 20.0 117 7.1 7 97
00307 Lot 36,1 1202.0 18.0 116 8.3 7 96
00308 Lot 30-' 1207.0 15.0 115 7.0 7 96
I 00309 Lot 51-f. 1223.0 12.0 112 10.8 7 93
00310 5.1.,90 Tract24134-4,Corte Almonte Adj 50-4 1223.0 15.0 114 11.3 7 95
00311 " Lot 55-I. 1223.0 6.0 105 6.9 6 88
I 00312 " Lot 45-4 1223.0 11.0 112 10.5 7 93
00313 " lot 20-1. 1223.0 2.0 112 12.1 7 93
00314 " Corte Almonte St. Adj. Lot 44-4 1223.0 4.0 112 11.6 7 93
00315 " Lot 68-4 1232.0 4.0 111 10,7 7 92
I 00316 " Lot 57,4 1225.0 4.0 100 7.2 6 84
00317 " Lot 52-i. 1225.0 21.0 108 8.9 6 91
00318 " Lot 51-i. 1225.0 2.0 111 12.3 7 92
I 00319 " Lot 18-i. 1231.0 5.0 112 12.6 7 93
00320 " Lot 52-i. 1225.0 16.0 108 9.1 6 90
00321 " Greenbelt Adj. Lot 52-t. 1225.0 12.0 109 9.3 6 91
00322 " Lot '6-l~ 1237.0 9.0 110 11.9 7 92
I 00323 " Lot '5-l, 1238.0 9.0 111 11.2 7 93
00324 " lot 13-{~ 1242.0 8.0 112 12.2 7 94
00325 " Corte Montilla Adj. lot 13-4 1242.0 1.0 112 11.7 7 93
I 00326' Lot 12-~i 1244.0 6.0 112 13.0 7 93
00327'" " Lot "-l, 1246.0 5.0 119 12.5 7 99
00328' " Lot 9-4 1253.0 3.0 110 12.0 7 92
I 00329- " lot 48-{~ 1227.0 17.0 112 12.3 7 93
00330 5-15-90 lot 49-4 1226.0 16.0 111 6.0 7 93
00331 " Lot 43.4 1243.0 21.0 116 6.0 7 96
00332 Lot 55-l, 1229.0 5.0 117 5.0 6 98
I 00333 Lot 57-4 1231.0 3.0 113 9.0 6 95
00334 Corte Almonte, Adj. Lot 57-4 1220.0 8.0 105 11.0 6 90
00335 Corte Almonte Adj. lot 60-4 1227,0 5.0 106 12,0 6 90
I 00336 Lot 44-4 1237.0 14.0 112 13.0 6 94
00337 Lot 60,4 1231.0 2.0 115 12.0 7 96
00338 " Lot 68-l~ 1240.0 20.0 112 11.0 6 94
00339 .. Lot 68-4 1240.0 18.0 119 8.0 7 98
I 00340 " Lot 62.4 1237.0 5.0 108 6.0 6 91
00341 " Lot 58-l, 1232.0 2.0 113 6.0 7 95
00342 " Lot 5' -l~ 1234.0 15.0 111 8.0 7 92
I 00343 " Lot 51-" 1233.0 16.0 110 9.8 7 92
00344 " Lot 18-4 1236.0 7.0 119 8.4 9 91
I 1\
I
Converse, Consultants Inland Empire
I
I
MEADOW WEST I MESA HOMES
Project: NlIJ'ber: 88,81,148,03 Table I
I SUMMARY OF FIELD TEST RESULTS
POUH ' Test Approximate Approximate Approximate Field 1 Relative
I IDENTI F: Date Test Location Test Depth of FilL Dry Moisture Soil C~action
!CATrON Elevation (ft) Below Test (ft) Dens i ty Content eX) Type (%l
-----------_._-----------------------------.-....._-----------..........------......---------------------------------._------.--
I 00345 5 -1~)-90 Tract 24134,4, lot 18-4 1235.0 6.0 120 8.4 9 92
00346 " Lot 9-4 1257.0 5.0 117 6.0 9 90
00347 " Lot 8-4 1255.0 0.0 111 9.0 7 93
00348 " lot 52,4 1228.0 18.0 114 6.0 7 95
I 003':'9 " lot 52-4 1228.0 18.0 117 5.0 9 90
D0350,~ " Retest for 00311 1223.0 6.0 114 10.3 6 95
00351,< " Retest for 00316 1225.0 4.0 114 9.6 6 95
I 00352 " lot 11-4 1254.0 7.0 114 11.8 7 95
00353 " lot 11.4 1254.0 5.0 115 12.4 7 96
00354 " lot 14-4 1247.0 5.0 112 12.6 7 93
00355 " lot 15-4 1246.0 7.0 III 11.2 7 93
I 00356' " stope, Adj. lot 53-4 1230.0 4.0 115 12.5 7 96
00357' " lot 56-4 1230.0 1.0 109 12.0 7 91
00358- " lot 65-4 1238.0 5.0 117 11.3 7 97
I 00359 " lot 70.4 1238.0 11.0 111 11.9 7 92
00360 Greenbelt, Adj Lot. 64-4 1239.0 4.0 106 8.6 7 89
00361 Greenbelt, Adj. lot 12-4 1239.0 4.0 110 11. I 7 92
I 00362 lot 9-4 1239.0 4.0 110 10.9 7 92
00363 lot 44.f. 1235.0 12.0 105 8.3 7 88
00364 Lot 61-,. 1236.0 7.0 112 12.6 7 93
00365 Corte Almonte St. Adj. lot 46-4 1234.0 14.0 108 12,2 7 90
I D0366R Retest for 00360 1239.0 4.0 111 11.6 7 92
00367R " Retest for 00363 1235.0 12.0 113 11.8 7 94
00368* 5-17-90 Slope, Adj. lot 7-1 1216.0 4.0 109 10.1 6 91
I 00369* " Slope, Adj. Lot 6-' 1218.0 6.0 113 9.6 6 94
00370 " lot 3-1 1221.0 0.0 112 9.3 6 94
00371 .. lot 2-1 1221.0 0.0 113 10.4 6 95
00372 " lot 2-1 1222.0 1.0 112 8.7 6 94
I 00373' " lot 3-1 1222.0 1.0 111 9.1 6 93
00374* lot 2,1 1223,0 2.0 109 10.0 6 91
0037S " lot 3-1 1223.0 2.0 115 9.5 6 96
I 00376 " lot 3-1 1224.0 3.0 113 8.8 6 94
003n " lot 2-1 1225.0 4.0 111 9.3 6 93
00378- " lot 3-1 1225.0 4.0 III 10.7 6 93
I 00379- " ,ot 3'1 1225.0 4.0 109 10.3 6 91
00380 " lot 2-1 1227.0 6.0 113 9.5 6 94
00381 " lot 3-1 1227.0 6.0 114 9.9 6 95
00382 " lot 2.1 1229.0 8.0 112 10.2 6 94
I 00383 " lot 3-11 1231.0 10,0 112 8.9 6 94
00384 " Lot 2-1 1233.0 12.0 106 7.3 6 8l!
00385R " Retest for 00384 1233.0 12.0 110 9.7 6 92
I 00386 " lot 3-1 1235.0 14.0 105 6.9 6 88
00387R " Retest for 00386 1235.0 14.0 111 9.9 6 93
I lV
I Converse ,Consultants Inland Empire
I
I
MEADOW WEST I MESA HOMES
I Project NLI11ber: 88,81,148,03 Table I
SUMMARY OF FIELD TEST RESUl1S
POINT Test Approximate Approximate Approximate Field Relative
I tDEIH! F Date Test location Test Deptn of F iLL Dry MOlsture Soil COl'Il=laction
lCATlGN Elevation (ft) Below Test eft) Dens i ty Content eX} Type (Xl
-----...----------.....--------------....--..---..--..----.--------......................-----.----------.--..........._-----...
I 00388 S-17'90 Tract 24H4-1, Lot 2-1 1237.0 16.0 108 10.4 6 91
00389 lot 3-' 1239.0 18.0 108 9.8 6 90
00390 Tract 24134-4, Lot 66-4 1238.0 5.0 115 8.9 7 96
00391 lot 72-4 1238,0 3.0 115 9,1 7 96
I 00392 Lot 43-1., 1238.0 3.0 107 9.4 7 89
00393' Retest for 00392 1238.0 3.0 109 9.8 7 90
00394 Lot 47-t, 1238.0 27.0 110 10.0 7 92
I 00395 Lot 59,4 1238.0 5.0 111 10.3 7 93
00396 Lot 50,4 1238.0 30.0 112 10.1 7 94
00397 " Lot 53,4 1243.0 25.0 111 10.3 7 93
I 00398 " Lot 65-4 1243.0 7.0 112 10.2 7 93
00399- " Lot 71-4 1253.0 5.0 110 6.0 7 96
00400" " Lot 45-4 1243.0 21.0 113 7.0 7 94
00401. " Lot 46-4 1243.0 32.0 116 10,0 7 96
I 00402* " Lot 58-4 1243.0 5.0 115 10.0 7 95
00403 ' S-18'90 Lot 50,4 1236.0 24.0 108 11.4 7 90
00404 " Corte Almonte Adj. Lot 56-4 1234,0 16.0 113 10.7 7 94
I 00405 " Lot 53,4 1237.0 27.0 108 12.8 7 90
00406 " Lot 18-4 1243.0 10.0 110 11.6 7 92
00407 " Lot 18-{, 1242.0 2.0 105 8.8 7 88
00408R " Retest for 00407 1242.0 2.0 113 12.3 7 94
I 00409 Lot 46-4 1238.0 27.0 111 12.8 7 92
00410 Corte Almonte, Adj. Lot 57,4 1238.0 18.0 109 10.9 7 91
00411 Lot 49-4 1238.0 30.0 113 10.7 7 94
I 00412 Lot 53-4 1238.0 18.0 109 11.3 7 91
00413 Slope, Adj. Lot 52-4 1238.0 22.0 104 8.3 7 87
00414. Retest for 00413 1238.0 22.0 111 10.9 7 92
I 00415* Lot 58,4 1239.0 8.0 115 12.0 7 95
00416* Lot 10.4 1242.0 2.0 112 11.5 7 93
00417" Corte Calanda Adj. Lot 8-4 1242.0 1.0 108 12.3 7 90
00418 Lot 24-3 1242.0 1.0 ',3 10.9 7 94
I 00419 Tr. 24134-1, Lot 61-1 1207.0 21.0 113 6.2 10 92
00420 Lot 61-1 1207.0 21.0 114 6.4 10 93
00421 Lot 62-1 1207.0 21.0 113 6.8 10 92
I 00422 Lot 62-1 1207.0 21.0 114 6.2 10 92
00423 Lot 63-1 1206.0 20.0 114 6.8 10 93
00424 Lot 64,1 1206.0 21.0 113 6.1 10 92
I 00425 Lot 64.1 1206.0 21.0 113 6.6 10 92
00426 Lot 65'1 1205.0 18.0 117 4.6 10 90
00427 " Lot 65-1 1205.0 18.0 120 2.6 10 92
00428 " Lot 66-1 1205.0 20.0 114 4.8 10 91
I 00429 " Lot 66,1 1205,0 20.0 117 5.0 10 94
00430 " Lot 67,1 1205.0 20.0 121 4.9 10 97
I 13
I
Converse ,Consultants Inland Empire
I
I
ME~OOt.J \.JEST l MESA HOMES
Project' Nl.Jl'lber: 88-81'148-03 Table I
I SUMMARY OF FIELD TEST RESULTS
POINT Test Approximate Approximate Approximate Field 1 Relative
I IOENTJ F: Date Test Location Test CepeI'! of Fill Dry Moisture Soil C~action
ICATION Elevation (ft) Below Test eto Dens i ty Content (X) Type (X)
..._~------_.._---------------_..__..-......_..._---------.--.................--------........--------.----.-..........._-.......
I 00431 5-18-90 Tract 24134-1, Lot 67,1 1205.0 20,0 119 5.9 10 96
00432* " Lot 61,1 1207.0 21.0 119 5.5 10 91
00433* " Lot 61,1 1207.0 21.0 121 5,5 10 93
00434 'It " lot 63-' 1206.0 20.0 124 6.0 10 95
I 00435 .. " Lot 65-' 1205.0 18.0 121 4,5 10 93
00436' " Lot 67-1 1205.0 20.0 119 6,0 10 91
00437 5-21'90 Tr. 24134-4, lot 51-4 1240.0 27.0 111 12.7 7 92
I 00438 " Corte ALmonte Adj. Lot 51-4 1240,0 33.0 110 10.9 7 91
00439 " Lot 54-4 1240.0 23.0 108 12.1 7 90
00440 " Lot 56-4 1240,0 2.0 110 12.0 7 92
00441 " Lot 50-4 1242,0 17.0 114 11.3 7 95
I 00442 " Lot 60-4 1242.0 11.0 110 11.7 7 91
00443 " Lot 60-4 1242.0 5.0 105 9.2 7 88
00444R " Retest for 00443 1242.0 5.0 108 " .8 7 90
I 004:45'" " Lot 62-4 1242.0 7.0 123 8.3 '0 95
00446* " Lot 54-,. 1243.0 17.0 117 9.0 '0 90
00447'" " Lot 57-4 1245.0 5.0 117 8.5 10 90
00448 " Lot 61-.. 1242.0 17.0 118 8.7 10 91
I 00449 " Lot 63-.. 1242.0 4.0 120 7,4 10 92
00450 " Lot 61.,. '244.0 22.0 119 7.9 10 91
00451 " Corte Almonte Adj. Lot 45,4 1243.0 20.0 119 8.9 10 92
I 004.52 " Lot 51-It 1242.0 31.0 120 8.6 10 92
00453 " Lot 56.4 1244.0 25.0 115 10.8 7 96
00454 5;- 22-90 Lot 59.1. 1246.0 17.0 112 13.2 7 93
I 00455 Lot 61-/+ 1247.0 17.0 112 13.3 7 93
00456 Lot 63-1. 1247.0 5.0 110 12.7 7 92
00457 lot 19-1. 1240.0 12.0 107 9.2 7 89
00458R Retest tor 00457 1240.0 12.0 109 11.7 7 91
I 00459 lot 48.'_ 1240.0 25.0 1'1 '1.2 7 92
00460 Lot 45-4 '240.0 25,0 1'1 12.1 7 93
00461 lot 20-l. 1240.0 14.0 103 10.9 7 86
I 00462R Retest for 00461 1240.0 14.0 109 13.6 7 91
00463* lot 44-~. 1242.0 24.0 1'9 12.7 7 99
00464' Lot 6.'3-4 1242.0 22.0 113 '2.4 7 94
I 00465" Lot 20-~. 1244.0 5.0 1'4 12.9 7 95
00466 " Lot 43-~. 1244.0 8.0 108 11.4 7 90
00467 " Corte Almonte Adj. Lot 42-4 1246.0 10.0 109 12.1 7 91
00468 " lot 71-4 1246.0 9.0 108 10.7 7 90
I 00469 5,23,90 Tr. 24134-1, Slope Adj. lot 47-1 1208,0 29.0 112 11.0 7 94
00470 " Lot 48,. 1208,0 28.0 110 10.7 7 92
00471 " Lot 50-'1 1208,0 27.0 104 8.3 7 87
I 00472R " Retest Tor 00471 1208.0 27.0 112 13.1 7 93
00473 " lot 52-' 1208.0 28.0 112 11.7 7 94
I 1"
I Converse, Consultants Inland Empire
I
I
MEADOW YEST I MESA HOMES
I Project INl.ITt:ler: 88-81-148-03 Table r
SUMMARY OF FIELD TEST RESULTS
POINT Test Approximate Approximate Approx i mate Field 1 Relative
I lOENTI F Date Test Location Test Oepth of Fill Ory Moisture Soil C~action
ICAJION Elevation (It) Below Test (ft) Density Content eX) Type (Xl
___~._______~...________________.___..._..___._______.__.___.._o_______.....____.__........____________.....____......._________
I 00474 5-23.90 Tract 24134-1, Lot 53-' 1209.0 27.0 110 12.6 7 92
00475 " Lot 51-1 1210.0 28.0 109 11.3 7 91
00476 " Lot 49-1 1211.0 30.0 108 12.1 7 90
00477 " lot 48-' 1212.0 32,0 114 10.9 7 95
I 004'78 .. Lot 72-' 1199,0 18,0 111 10.9 7 93
00479 " Lot 73.1 1199.0 16.0 110 13.2 7 92
00480 .. Lot 71-1 1199.0 6.0 108 11.1 7 90
I 00481 " Lot 70-1 1201.0 19.0 110 10.7 7 92
00482" " Lot 74-1 1201.0 19.0 114 11.3 7 95
00483* " Via Campanar;o Adj. Lot 68-' 1198.0 7.0 112 12.7 7 93
00484'" " Amarita,'Way Adj. lot 74-1 1201.0 18.0 109 12.2 7 91
I 00485 5.-24-90 Tract 24134-4, Lot 18-4 1246.0 8.0 110 11.7 7 92
00486 " Lot 21,4 1251.0 19.0 108 12.9 7 90
00487 Lot 17-4 , 251. 0 8.0 114 12.6 7 95
I 00488 Lot 16-lf 1251.0 8.0 113 10.8 7 94
00489 Lot 18-(f 1251.0 29.0 111 10.5 7 93
00490 Lot 19-4 1251.0 7.0 112 11.1 7 93
I 00491 Lot 21-4 1252.0 2.0 110 10.7 7 92
00492 Tract 24134-', lot 76.1 1203.0 21.0 103 10.7 7 86
00493R Retest ror 00492 1203.0 21.0 112 12.8 7 94
00494 Via Campanario St. Adj. Lot 74-1 1203.0 22.0 114 13.3 7 95
I 00495 Via Campanarlo St. Adj. lot 73,1 1203.0 21.0 112 13.9 16 94
00496" Amarita,~ay Adj. lot 72~1 1203.0 15.0 105 10.9 16 88
00497R" Retest For 00496 1203.0 15.0 113 13.6 16 95
I 004;18+ Lot 69-' 1204.0 6.0 105 11.7 16 88
D0499R'" Retest for 00498 1204.0 6.0 111 14.3 16 94
00500 Via Campanario Adj. Lot 71'1 1204.0 20.0 111 12.6 16 93
I 00501 Lot 73-j 1204.0 22.0 107 14.9 16 90
00502 Slope, A.dj. Lot 74-1 1204.0 22,0 108 15.1 16 91
00503 5'25,90 Lot 41-1 1209.0 30.0 113 13.2 7 94
00504 " Lot 43- ~ 1210.0 20.0 110 11.4 7 92
I 00505 .. lot 39-1 1207.0 29.0 100 11.0 7 83
00506 " Retest Tor 00505 1207.0 29.0 108 11.9 7 90
00507 " Lot 46-\ 1211.0 30.0 111 12.3 7 93
I 00508 " Lot 72-1 1206.0 22,0 111 15.4 16 93
00509 " Lot 71.1 1205.0 22.0 110 14.5 16 92
00510 Amarita,~ay Adj. _ot 74'1 1203.0 26.0 109 14.0 16 91
I 00511 lot 75-1 1208.0 27.0 111 14.6 16 93
00512 Lot 37-~ 1209.0 25.0 111 11.1 7 93
00513 Lot 35-1 1209.0 22.0 113 12.2 7 94
D0514+ lot 32-i 1208.0 10.0 109 11.4 7 91
I 005t5" Lot 31-' 1208.0 10.0 112 10.8 7 93
00516" Lot 70-\ 1204.0 10.0 113 12.9 16 95
I ~
I Converse ,Consultants Inland Empire
I
I
MEAOO~ ~EST I MESA HOMES
I ProJect 'Nuraer: 88-81'148-03 Table I
SUMMARY OF F I ELe TEST RESULTS
POtNT Test Approximate Approximate Approximate Field 1 Relative
I IDE~T!F Date Test Location Test Oepth of F iLL Ory Moisture Soil Compact i on
ICATION Elevation (ft) Below Test (ft) Density Content 00 Type eXl
._____..__..__....._________..__..__________.___......_...e.______________________.._______.__._______________....___...........
I 00517" 5,25-90 Tract 24134-1, Lot 74,1 1209.0 28.0 114 13.7 16 96
00518 " Lot 73-1 1208.0 26,0 110 14.2 16 92
005t9 Lot 75-1 1211.0 30.0 101 10.6 16 85
00520R Retest for 00519 1211.0 30.0 111 14.1 16 93
I 00521 5.,29,90 Tr. 24134,2, Slope, Adj. Lot 63-2 1222.0 10,0 110 10.3 6 92
00522 " Slope, Adj. Lot 63-2 1224.0 13.0 108 11.6 6 91
00523 .. Slope, Adj. Lot 63-2 1226.0 11.0 109 9.7 6 91
I 00524 " Slope, Adj. Lot 62,2 1228.0 8.0 105 7.7 6 88
00525R .. Retest for 00524 1228.0 8.0 111 11.2 6 93
00526 .. Slope, Adj. LQt 65-2 1230.0 18.0 111 13.2 6 93
00527 " Slope, Adj. Lot 65-2 1232.0 15.0 111 10,7 6 93
I 00528 " Slope, Adj. Lot 63,2 1234.0 19,0 111 11.9 6 93
00529 " Slope, Adj. Lot 64,2 1233.0 20.0 109 10.3 6 92
00530 " Slope, Adj. Lot 64-2 1237.0 21.0 109 9.7 6 91
I 00531 " Slope, Adj. Lot 64-2 1239.0 22.0 107 10.9 6 90
00532 Slope, Adj. Lot 66'2 1240.0 12_0 112 11.4 6 94
00533 " Slope, Adj. Lot 64,2 1239.0 21.0 110 9.9 6 92
I 00534 " Slope, Adj. Lot 68-2 1236.0 11.0 114 9.4 6 96
00535* Slope, Adj. Lot 67-2 1241.0 8.0 112 10.1 6 93
00536" Slope, Adj. Lot 68-2 1242.0 14.0 107 11. 1 6 89
00537R* .. Retest for 00536 1242.0 14.0 111 10.5 6 93
I 00538* .. Lot 69-2 1244.0 2.0 107 11.2 6 90
00539 5-30-90 Lot 65-2 1242.0 24.0 107 12.3 6 90
00540 " Lot 64-2 1242.0 15.0 113 11.4 6 95
I 00541 " Lot 62,2 1242.0 14.0 110 13.1 6 92
00542 " Lot 68-2 1242.0 13.0 105 7.5 6 88
00543 .. Retest for 00542 1242.0 13.0 113 10.1 6 95
00544 " Lot 65-;~ 1242.0 17.0 108 11.7 6 90
I 00545 " Lot 63,2 1242.0 15.0 109 11.9 6 91
00546 Lot 66-;~ 1243.0 1.0 101 10.9 6 85
00547R " Retest for 00546 1243.0 1.0 110 12_9 6 92
I 00548" " Lot 64-2 1244.0 10.0 113 12.2 6 94
00549- " Lot 62,2 1244.0 12.0 116 10.9 6 97
00550* .. Lot 63-2 1244.0 4.0 114 13.1 6 96
I 00551 " Lot 65-2 1244.0 11.0 111 10.4 6 93
00552 " Lot 68-;~ 1244.0 10.0 113 11.2 6 94
00553 " Lot 69'2 1244.0 2.0 109 13.0 6 91
I 00554 5.-31-90 Tract 24134-4, lot 68-4 1244.0 23.0 110 11.3 6 92
00555 " lot 67-1. 1244.0 22.0 109 10.6 6 91
00556 " lot 66-1. 1244.0 19.0 111 12.7 6 93
00557 " Lot 65-'. 1244.0 12.0 109 12.5 6 91
I 00558 " Lot 66-1. 1244.0 12.0 114 11.2 6 95
00559 " Lot 68-4 1246.0 27.0 109 11.2 6 92
I 10
I Converse,Consultanls Inland Empire
I
I
MEADQ~ WEST I MESA HOMES
I Project Nunber: 88-81-148-03 Table I
SUMMARY OF FIELD TEST RESULTS
POINT rest Approximate Approximate Approximate Field Relative
I 10E"TIF Date Test Location Test Oepth of F i l t Ory Moisture Soi 1 C~action
ICATlON Elevation (ft) Below Test (ft) Dens; ty Content 'X) Type (X)
---.....----...----------------.-.---------...--.---------------------------------------------------....-----....---------------
I 00560 ' 5,31.90 Tract 24134-4, Lot 69-4 1246.0 18.0 108 10.1 6 90
00561 Lot 70-4 1246,0 12,0 109 10.7 6 91
00562 lot 70-4 1248.0 19.0 105 9.6 6 88
00563R Retest for 00562 1248.0 19.0 110 11.7 6 92
I 00564 Lot 64-4 1245.0 7.0 112 10.9 6 94
00565 Lot 64.4 1245.0 4.0 109 10.4 6 91
00566' Lot 71,4 1243.0 0.0 112 12.8 6 94
I 00567. " Lot 72-4 1250.0 5.0 113 11.5 6 94
00568- " Lot 67,4 1247.0 21.0 III 12.3 6 93
00569 ' 6/1/90 Tract 24134.1, Lot 82-1 1202,0 0.0 110 10.9 6 92
I 00570 " Lot 83-' 1204,0 2,0 112 11.6 6 94
00571 " Lot 81,' 1205.0 7.0 113 11.3 6 95
00572 .. Slope Adj. Lot 80-' 1210.0 0.0 109 9.2 6 91
00573 " Lot 79-' 1213.0 2.0 113 9.3 6 95
I DOS74 " Lot 79-1 1215.0 4.0 110 9.9 6 92
00575 6/5/90 Lot 82-1 1207.0 11.0 109 12.3 6 92
00576 " Lot 81,1 1209.0 4.0 110 11.7 6 92
I 00577 " Lot 83.1 1211.0 12.0 111 12.0 6 93
00578 Lot 80-1 1211.0 6.0 111 12.4 6 93
00579 " lot 84-' 1213.0 3.0 109 11.9 6 91
I 00580 5/7/90 Lot 83.1 1214.0 16.0 III 10.5 6 93
00581 " lot 81-' 1212.0 9.0 110 11.4 6 92
00582 " Tract 24134-2, Lot 21,2 t233.0 0.0 122 8.9 10 94
00583 " Tract 24'134-4, Lot 54,4 1246.0 4.0 III 10.3 6 93
I 00584 06'22,90 Lot 83,1 1216.0 16.0 111 I 1.3 6 93
00585 " Slope Adj. Lot 82-1 1215,0 20.0 109 10.6 6 91
00586 " Lot 83-1 1215.0 15.0 109 10.7 6 91
I 00587 " Lot 81,1 1215.0 11.0 109 11.0 6 91
00588 .. Slope Adj. Lot 81-' 1215.0 17.0 110 11.4 6 92
00589 .. Slope Adj. Lot 81-1 1215.0 13.0 108 10.2 6 91
00590 7'9-90 Tract 24134.2, Lot 56.2 1242.0 0,0 9 10.2 7 90
I 00591 " Lot 59-2 1243.0 0.0 113 10.2 7 94
00592 " Lot 62,2 1245.0 14.0 120 8.7 7 100
00593 " Lot 65.2 1246.0 18.0 119 7.8 7 99
I 00594 " Lot 68.2 1244.0 15.0 115 2.2 7 95
00595 Lot 71'2 1245.0 0.0 116 7.1 7 96
00596 Tract 24134.4, Lot 52,4 1243.0 31.0 111 7.0 7 92
I 00597 Lot 55.4 1244.0 20.0 110 4.6 7 92
00598 Lot 58,4 1246.0 5.0 118 2.9 7 98
00599 Lot 61.4 1248.0 19.0 109 4.4 7 91
00600 Lot 64-4 1247.0 4.0 114 1.3 7 95
I 00601 Lot 67.4 1249.0 25.0 120 1.4 7 99
00602 Lot 70-' 1249.0 16.0 114 2.0 7 95
I ,,\V
I
Converse ,Consultants Inland Empire
I
I MEADOl.o' IOIEST / MESA HOMES
Project I ~UJijI!r: 88-81-148-03 Table I
I SUMMARY OF F I ELO TEST RESULTS
POI!NT . Test Approximate Approximate Approximate Field Relative
I IDE~rr F ,Date Test Location Test Deptn of FilL Dry Moisture Soil Compaction
[CATION Elevation (ft) Selow Test (ft) Dens i ty Content 0:;' Type (Xl
----.-.-.~....------.-----------------------------..-----------------...---.......----__...__________..__._______e...__._..._____
00603 . 0~'09-90 Tract 24134-1, lot 42-' 1211.0 25.0 117 4.4 6 98
I 00604 Lot 45-1 1212.0 25.0 114 5.9 6 95
00605 Lot 48-1 1212.0 32.0 119 3.3 6 99
00606 Lot 51-1 1211.0 29.0 118 5.2 6 98
I 00607 Lot 53-I 1210.0 28.0 129 9.0 10 99
00608 Lot 29-1 1206.0 1.0 95 8.2 7 79
00609, Retest for 00608 1206.0 1.0 118 6.9 7 98
I 00610 Lot 21-1 1210.0 3.0 113 6.4 7 94
00611 Tract 24134-2, Lot 54,2 1240.0 0.0 108 7.8 7 90
00612 Lot 27-2 1240.0 6.0 116 3.2 7 96
00613 " Lot 30,2 1241. 0 0.0 112 6.4 7 93
I 00614 " Lot 33-2 1243.0 0.0 114 4.1 7 95
00615 " Lot 35-2 1245.0 0.0 114 8.6 7 95
00616 " Tract 24134-'. Lot 78-1 1213.0 22.0 108 4.8 6 90
I 00617 " Lot 7S-2 1210.0 27.0 118 9.1 6 99
00618 7-16-90 Lot 62-1 1207.0 20,0 108 3,9 7 90
00619 " Lot 64-1 1206.0 22.0 114 3.8 7 95
00620 " Lot 66" 1205.0 21.0 108 3.5 7 90
I 00621 Lot 60" 1208.0 26.0 113 5.6 7 94
00622 Lot 58-1 1207.0 28.0 108 11.1 7 90
00623 Lot 56-1 1206.0 24.0 109 5.0 7 91
I 00624 Lot 54-' 1205.0 23.0 115 5.8 7 96
00625 Lot 52- i 1210.0 29.0 110 5.3 7 92
00626 lot 82-1 1210.0 5.0 110 12.8 7 92
I 00627 Lot 79-' 1215.0 13.0 110 11.3 7 92
00628 " Lot 84-' 1218.0 5.0 108 11.7 7 90
00629 " Lot 80-' 1216.0 7.0 109 10.9 7 91
00630 " Lot 78-' 1214.0 26.0 109 12.3 7 91
I 00631 07,17,90 Tr.24134-3, Slope Adj. Lot 45-3 1194.0 0.0 110 10.7 7 92
00632 " Slope Adj. Lot 45-3 1194.0 0.0 109 10.5 7 91
00633 " Slope Adj. Lot 45-3 1200.0 2.0 11' 1", 7 93
I 00634 " Slope Adj. lot 45-3 1200.0 2.0 109 11.1 7 91
00635 " Slope Adj. Lot 45-3 1198.0 2.0 108 10.6 7 90
00636 " Slope Adj. Lot 45-3 1198,0 2.0 110 10.2 7 92
00637 07-11,90 Tract 24134-', Slope Adj. Lot 1-1 1220.0 5.0 104 6.5 3 91
I 00638 .. Slope Adj. Lot 3-1 1220.0 5.0 103 8.8 3 90
00639 " Slope Adj. Lot 5-1 1220,0 5.0 114 4.9 3 99
00640 " Slope Adj. Lot 2-1 1230.0 5.0 113 4.8 3 98
I 00641 " Slope Adj. Lot 4-1 1230.0 5.0 108 5.2 3 95
00642 " Slope Adj. Lot 6-1 1230.0 15.0 113 6.2 3 98
00643 " Slope Adj. lot 2.1 1240.0 15.0 108 5.2 3 94
I 00644 " Slope Adj. Lot 7-1 1240.0 25.0 106 6.2 3 92
00645 07,18,90 Corte Siero Adj. lot 55-1 1197.0 11.0 113 7.1 7 94
I 1e,
I Converse Consultants Inland Empire
, I
I MEAOO~ UEST I MESA HOMES
Project ,Nunber: 88'81-148-03 Table I
I SUMMARY OF F I ELO TEST RESULTS
POINT Test Approximate Approx i mate Approximate Field Relative
I IDENTIF Date Test Location Test Depth of Fi II Dry Moisture Soil COIll'action
ICATION Elevation (ft) BeLow Test (ft) Dens i ty Content (X) Type (Xl
._-_.._----~~-_.---------_.-----------_......---------........__..............--..------......_---_....----------.-------._.....
00646 07'18'90 Corte Siero Adj. Lot 58-' 1199.0 13.0 113 6.4 7 95
I 00647. 07'19-90 Tract 24134-2, Lot 1-2 1221.0 2.0 108 10.1 7 91
00648- lot '-2 1219.0 0.0 112 9.4 7 93
00649 Tract 24134,1, Lot 85-1 1218.0 1.0 118 7.9 7 98
I 00650 Lot 85-1 1217.0 0.0 116 8.1 7 97
00651 Lot 54-1 1205.0 21.0 118 5.1 9 90
00652 Lot 57-1 1206.0 24.0 108 5.4 9 83
I 00653 Lot 60-1 1207.0 25.0 121 5.1 9 93
00654 Lot 37-1 1213.0 30.0 120 4.6 9 92
00655 Lot 34-1 1211.0 18.0 119 4.5 9 91
00656 Lot 31-1 1210.0 14.0 121 4.8 9 93
I 00657 Tract 24134-2, Lot 52-2 1238.0 5.0 115 3.8 18 92
00658 Lot 49-2 1239.0 18.0 115 5.8 18 92
00659 Lot 25-2 1238.0 19.0 117 7.8 18 94
I 00660. 07,20-90 Lot 22-2, 1234.0 16.0 115 6.5 18 92
00661- " Lot 19-2 1235.0 0.0 111 7.5 4 94
00662 " Lot 16-2 1238.0 0.0 110 2.5 6 92
00663- " Lot 13-2 1241.0 6.0 123 3,9 10 95
I 00664- " Lot 10- ~~ 1243.0 0.0 114 3,5 6 95
00665- " Lot 6-2 1244.0 0.0 123 5,2 5 95
00666- " Tract 24134-3, Lot 10-3 1248.0 11.0 114 2.7 18 92
I 00667- " lot 13-3 1246.0 0.0 114 2.8 18 91
00668" " Lot 16-3 1245.0 0.0 122 3.3 18 97
00669- " Lot 19-3 1246.0 0.0 114 3.4 18 95
I 00670 07'24-90 Tract 24134-4, Lot 50-4 1244.0 32.0 118 4.1 6 98
00671 " Lot 47-~, 1246.0 33.0 120 4.1 6 100
00672 " Lot 45-" 1248.0 30.0 121 3.7 6 100
00673 " Tract 24134-1, Lot 71-' 1206.0 20.0 125 5.9 8 98
I 00674 " Lot 74-1 1210.0 26.0 118 5.2 7 98
00675 " Lot n-, 1214.0 25.0 114 2.6 7 95
00676 " Lot 80-1 1217.0 5.0 116 4.5 7 96
I 00677 " Lot 83-1 1219.0 17.0 122 3.2 5 95
00678 07'25-90 Tract 24134-4, Lot 45-4 1248.0 32.0 108 5.1 7 90
00679 " Lot 46-, 1247.0 32.0 107 3.5 7 90
00680 " Lot 46-~, 1247.0 30.0 108 4.9 7 90
I 00681 " Lot 47-" 1246.0 33.0 110 4.7 7 91
00682 " Lot 48-" 1245,0 35.0 110 5.2 7 91
00683 " Lot 48", 1245.0 35.0 109 3.8 7 91
I 00684 " Lot 49-. 1245.0 35.0 111 3.2 7 92
00685 " Lot 49-. 1245.0 33.0 110 4.5 7 92
00686 " Lot 47'1 1213.0 36.0 117 2.5 7 98
I 00687 07'31-90 Lot 47,1 1213.0 36.0 110 4,1 7 92
00688 " Lot 48-1 1213,0 32.0 112 3.0 7 93
I 1llv
I Converse ,Consultants Inland Empire
------ -----
I
I MEAOO~ WEST / MESA HOMES
Prcject,Number: 88-81'148-03 Table J
I SUMMARY OF FIELD TEST RESULTS
POi:NT Test Approximate Approximate Approximate Field Relative
I lDENTI F Date Test locat i on Test Depth of F; II Ory Moisture Soil Compact 1 on
ICA,TION Elevation eft) Below Test (fO Dens; ty Content ,~) Type (X)
...__._._-_.~_.._._-------_._-------_......---~......---.._.-----_._--.-------.----_._-......._----_......~.............--------
00689 07-3'-90 Lot 49.t 1212.0 31.0 114 2,8 7 95
I 00690 " Lot 49, t 1212.0 31.0 109 3.6 7 91
00691 " Lot 50, t 1212.0 33.0 111 3.5 7 93
00692 " Lot 50,1 1212.0 34.0 110 3,0 7 92
I 00693 " Lot 51- t 1211.0 29.0 111 3.3 7 93
00694 " Lot 52.1 1211.0 28.0 112 3.9 7 93
00695 " Lot 52,1 1211.0 29.0 113 4.9 7 93
I 00696 " Lot 53.1 1210.0 27.0 112 3.3 7 93
00697 " Lot 69-1 1200.0 0.0 110 12.1 7 92
00698 " Lot 69-1 1202.0 7.0 111 10.6 'r 93
00699 " Corte Cabello, Adj. Lot 52-' 1203.0 23.0 109 10.8 7 91
I 00700 " Corte Siero, Adj. Lot 64.' 1200.0 14.0 109 11.4 7 91
00701 " 24134.1,Corte ~banilla Adj. lot 36.1 1206.0 10.0 109 10.9 7 91
00702 " Cala Rosso Adj. Lot 11.1 1211.0 1.0 110 12.6 7 92
I 00703 " Cala Rosso Adj. lot 16-1 1216.0 1.0 112 11.5 7 93
00704 NO TEST
00705 '08-01'90 Tract 24134-4, Lot 8 1258.0 0.0 110 10.7 7 92
00706 " lot 8.4 1257.0 2.0 111 11.4 7 93
I 00707 " Lot 8'4 1258.0 3.0 110 11.3 7 92
00708 " Lot 26-1. 1252.0 0.0 112 10.6 7 93
00709 " Lot 26./. 1253.0 6.0 112 11.1 7 93
I 00710 " Lot 26-1. 1254.0 2.0 111 12.2 7 93
00711 " Lot 27-1, 1252.0 1.0 110 11.6 7 92
00712 " Lot 27-4 1254.0 2.0 113 10.8 7 94
I 00713 " Lot 27.1, 1256.0 3.0 108 11.5 7 90
007,14 " Tract 24134.1, Lot 69-1 1204.0 3.0 108 10.3 7 90
00715 " Lot 39-1 1210.0 30.0 113 5.2 7 94
00716 " Lot 39-1 1210.0 30.0 114 5.1 7 95
I 00717 " Lot 40- 'I 1210.0 30,0 117 3.1 7 98
00718 " lot 40-1 1210.0 30.0 113 3.1 7 94
007.19 " Lot 41" 1211.0 31.0 111 3.4 7 93
I 00720 " Lot 41-1 1211.0 31.0 119 3.0 7 99
00721 " Lot 42-'1 1212.0 31.0 111 2.8 7 93
00722 " Lot 43-'1 1212.0 22.0 112 4.0 7 93
00723 " lot 43.1 1212.0 22.0 113 4.0 7 94
I 00724 " lot 44.1 1212,0 25.0 98 3.2 7 82
00725R " Retest for 00724 1212.0 25.0 112 3.7 7 93
00726 " Lot 45,' 1213.0 26.0 109 4.0 7 91
I 00727 " Lot 46" 1213.0 25.0 115 4.3 7 96
00728 " Lot 46,1 1213,0 29.0 112 4.1 7 93
00729 08-07'90 Tract 24134- 1, Lot 55-1 1205.0 23.0 109 3.8 7 90
I 00730 " Lot 55,1 1205.0 22,0 109 3.1 7 91
00731 " Lot 56.1 1206.0 23.0 108 3.1 7 90
I ~O
I Converse ,Consultants Inland Empire
I
I
MEAOO" ~EST I MESA MOMES
I Project'~unbp.r: 88,81,148,03 Table I
SUMMARY OF FIELD TEST RESULTS
POINT Test Approx imate Approximate Approximate Field 1 Relative
I 10ENTIF Date Test Location Test Depth of Fill Ory Moisture Soi l COIr'paction
ICATION Elevation (ft) Below Test (ft) Density Content (~) Type (X)
...........-.------.--.--....----------......................................-----------------------------...............-------
I 00732 .08,07-90 Lot 46- t 1207.0 27.0 119 6.4 7 95
00733 " Lot 58,1 1207.0 29.0 114 6.5 18 91
00734 " Lot 59-1 1207.0 26.0 111 5.1 7 93
00735 " Lot 59.1 1207.0 26.0 114 2.6 18 91
I 00736 " Lot 61,1 1208.0 20,0 115 2.3 19 90
I 00737 " Lot 61-1 1208.0 19.0 110 2.5 7 91
00738 " Lot 62,1 1207.0 20.0 112 4.4 7 95
I I 00739 .. Lot 63-1 1207.0 20.0 111 6.1 7 93
00740 Lot 63-1 1207.0 21.0 113 3.6 7 94
00741 Tract 24134-3, Slope Adj. Lot 35-3 1236.0 1.0 108 11.3 7 90
I 00742 Slope Adj. Lot 35-3 1238.0 3.0 110 9.5 7 91
00743 Slope Adj. Lot 35-3 1240.0 5.0 111 10.9 7 93
00744 Tract 24134-'. Lot 64-1 1206.0 21.0 111 4.1 7 92
00745 Lot 65-' 1206.0 21.0 109 4.7 7 91
I 00746 Lot 65-1 1206.0 21.0 109 4.7 7 91
00747 Lot 66-' 1205,0 20.0 110 3.3 7 92
00748 Lot 67-1 1205.0 22.0 108 2.3 7 90
I 00749 Lot 70-1 1205.0 23.0 117 2.7 19 91
00750 Lot 70-1 1205.0 7.0 120 2.8 19 94
00751 Lot 70-1 1205.0 15.0 119 2.9 19 93
I 00752 Tract 24134-3, Slope Adj. Lot. 35-3 1242.0 7.0 113 10.2 18 91
00753 Slope Adj. lot 33 1244.0 9.0 115 12.9 19 90
00754 Lot 7-3 1246.0 0.0 110 12.6 7 92
00755 Lot 7-3 1248.0 2.0 111 11.4 7 93
I 00756 Lot 7-3 1249.0 3.0 109 11.2 7 91
00757 08,Oa,90 Tract 24134-3, Slope Adj. Lot 36-3 1246.0 11.0 112 9.9 7 93
00758 stope Adj. lot 35-3 1248.0 13.0 121 10.2 13 92
I 00759 Slope Adj. lot 35-3 1250.0 13.0 120 10.1 13 90
00760 Tract 24134-1, Lot 38-' 1214.0 30.0 110 4.4 7 92
00761 Lot 38-1 1214.0 31.0 106 4.1 3 93
00,62 Lot 37-1 1213.0 31.0 114 4.0 7 95
I 00763 Lot 36-1 1213.0 30.0 116 3.8 7 97
00764 Lot 36-1 1213.0 30.0 109 3.3 7 91
00765 08-10'90 Tract 24134-3, Lot 27-3 1247.0 2.0 117 8.2 19 92
I 00766 " lot 27.3 1249.0 3.0 117 8,4 19 92
00767 " Lot 24-3 1245.0 3.0 114 7.9 19 90
00768 " Lot 24,3 1247.0 4.0 112 8.4 7 93
00769 " Lot 45-3 1210.0 4.0 109 10.7 7 90
I 00770 " Lot 45-3 1214.0 6.0 110 9.4 7 92
00771 '08,14,90 Trac:t 24134-1, Lot 38.1 1214.0 31.0 109 2.7 7 91
00772 " Lot 38-1 1214.0 32.0 108 2.6 7 90
I 00773 " Lot 36-1 1213.0 28.0 107 4.8 7 90
00774 " Lot 36-1 1213.0 28.0 109 5.4 7 91
I ~\
I Converse, Consultants Inland Empire
I
I
MEAOQ~ ~EST I MESA HOMES
Prcject;Number: 88-81,148,03 Table I
I SUMMARY OF FIELD TEST RESULTS
POrNT 'Test Approximate Approximate Approximate Field 1 Relative
I !OENTfF:Oate Test Location Test Depth of Fill Dry Moisture Soi l C~actjon
!CATtON Elevation (fO BeLow Test (ft) Dens j ty Content O~) Type (~)
._._._----_.~.---------------_...--------------------------------------.----------------........--.---.-----.............-------
I oorn '08,t4'90 Lot 35,1 1212.0 27.0 110 3.3 7 92
00??6 Lot 35-1 1212.0 25.0 108 4.4 7 90
007?? Lot 33, t 1211.0 11.0 113 5.4 7 94
00778 Lot 33,1 1211.0 16.0 111 3.2 7 93
I 00779 Lot 32-1 1209.0 13.0 112 5.9 7 94
00780 Lot 32-1 1209.0 17.0 113 5.4 7 94
00781 Lot 30-1 1209.0 10.0 113 4.5 7 94
I 00782 Lot 30-1 1209.0 14.0 118 4.4 7 98
00783 Lot 29- t 1209.0 7.0 110 4.6 7 92
00784 Lot 29-t 1209.0 8.0 108 5.2 7 90
00785 Lot 28,1 1209.0 3.0 114 3.4 7 95
I 00786 Lot 28-t 1209.0 3.0 110 4.6 7 92
00787 Lot 21-1 1213.0 5.0 109 5.2 7 91
00788 Lot 21-1 1213.0 3.0 109 4.0 7 91
I 00789 Lot 20-1 1217.0 11.0 117 5.5 7 98
00790 " Lot 20-'1 1217.0 6.0 108 5.0 7 90
00791 " Lot 19-1 1218.0 3.0 113 4.9 7 94
00792 " Lot 19-'1 1218.0 3.0 112 4.5 7 94
I 00793 " Lot 18-1 1219.0 8.0 108 3.8 7 90
00794 " Lot 18,1 1219.0 5.0 107 4.0 7 90
00795 " Tract 24134-1, Lot 17-' 1220.0 6.0 110 4.6 7 92
I 00796 " Lot 17-1 1220.0 8.0 111 4.0 7 93
00797 " Lot 16-1 1220.0 6.0 110 5.0 7 92
00798 " Lot 16-1 1220.0 2.0 108 4.2 7 90
I 00799 " Lot 11'1 1218.0 3.0 108 3.6 7 90
00800 08,14,90 Lot tl'l 1218.0 7.0 108 7.2 7 90
00801 Lot 10'1 1217.0 7.0 110 5.4 7 92
00802 " Lot 10.1 1217.0 10.0 109 6.1 7 91
I 00803 Lot 9-1 1216.0 20.0 109 5.1 7 91
00804 " Lot 9-1 1216.0 14.0 109 4,7 7 91
00805 Lot 8-1 1216.0, 18.0 112 4.2 7 93
I 00806 " Lot 8-1 1216.0 27.0 1'3 4.2 7 94
00807 Lot 7.1 1216.0 20.0 107 5.2 7 90
00808 Lot 7-' 1216.0 16.0 112 5.0 7 93
I 00809 Lot 6.1 1216.0 4.0 108 5.4 7 90
00810 Lot 6-1 1216.0 11.0 109 4.7 7 91
00811 Lot 4-1 1217,0 6.0 107 7.3 7 90
008,12 Lot 4'1 1217.0 3.0 108 8.1 7 90
I 00813 Lot 3,1 1218.0 6.0 108 6.2 7 90
00814 Lot 3.1 1218.0 5.0 108 4.7 7 90
00815 Lot 68-'1 1202.0 0.0 108 5.8 7 90
I 00816 Lot 68,'1 1202.0 0.0 109 5.0 7 91
00817 Lot 69-1 1204.0 7.0 108 5.9 7 90
I
ez..
I Converse,Consultants Inland Empire
-
I
I
ME~OOW WEST I MESA HOMES
I Projectl Nl:.Ifber: 88,81,148-03 Table t
SUMMARY OF FIELD TEST RESULTS
POINT Test Approx i:mate Approximate Approximate Field Relative
I IDe,~TI F: Date Test Location Test Depth of Fill Ory Moisture Soil Corrpaction
rCATlON Elevation (ft) Below Test (ft) Density Content Cr.) Type (Xl
..........---------.....------------------------------.----...----------------.....---.........----......--------........-------
I 00818 08-',.-90 Lot 69.1 1204.0 7.0 108 5.3 7 90
00819 " Lot 72-1 1208.0 24.0 111 4.2 7 93
00820 " Lot 72,1 1208,0 22.0 113 4,6 7 94
00821 " Lot 73,1 1209.0 27.0 114 3.8 7 95
I 00822 " Lot 73.1 1209.0 25.0 114 3.9 7 95
00823 " Lot 75.1 1212.0 32.0 112 4.3 7 93
00824 n Lot 75-1 1212.0 30.0 111 3.2 7 92
I 00825 n Lot 76-1 1213.0 31.0 116 3.6 7 96
00826 " Lot 76-1 1213.0 31.0 118 3.3 7 98
00827 n Lot 78-1 1215.0 27.0 112 5.7 7 94
I 00828 " Lot 78.1 1215.0 22.0 109 5.8 7 91
00829 " Tract 24134-', Lot 79-1 1216.0 16.0 112 4.0 7 91
00830 Lot 79-1 1216.0 16.0 109 4.5 7 91
00831 " lot 81-' 1218.0 16.0 109 5.0 7 91
I 00832 n Lot 81.1 1218.0 12.0 109 5.9 7 91
00833 n Lot 82-1 1218.0 20.0 110 3.9 7 92
00834 " Lot 82-1 1218.0 16.0 109 3.9 7 91
I 00835 " Lot 84-1 1220.0 10.0 112 5.9 7 93
00836 " Lot 84-1 1220.0 12.0 113 6.1 7 94
00837 " Lot 85-1 1220.0 4.0 110 7.8 7 91
00838 " Lot 85-1 1220.0 6.0 107 9.2 7 90
I 00839. ,08'101.90 Tract 24134-4, Lot 8-4 1258.0 3.0 105 7.8 3 92
00840. " Lot 11.4 1256.0 15.0 112 6,0 7 93
00841. " Lot 14-4 1254.0 19.0 110 6.4 7 92
I 00842* .08-17-90 Lot 17,4 1253.0 7.0 117 3.1 7 97
00843* " Lot 20-4 1253.0 20.0 119 3.9 7 99
OOB44* " Lot 42,4 1251.0 3.0 106 6.5 3 93
I 00845* " Lot 63-l. 1248.0 6.0 106 5.2 3 92
00846* " Tract 24134-5, Lot 24.3 1248.0 5.0 108 6.0 3 95
00847* " Tract 24134-3, Lot 27-3 1250.0 3.0 111 2.9 3 97
00848 :08.23.90 Tract 24134,2, Lot 69.2 1245.0 10,0 110 5.6 7 91
I 00849 " Lot 69.2 1245.0 13.0 114 5.2 7 95
00850 " Lot 67'2 1246.0 6.0 111 5.9 7 92
00851 " Lot 67'2 1246.0 3.0 112 6.4 7 93
I 00852 " Lot 66-2 1246.0 6.0 114 5.6 7 95
00853 " Lot 66-2 1246.0 3.0 110 6.6 7 92
00854 " Lot 64-2 1245.0 15,0 116 5.4 7 97
I 00855 " Lot 64-2 1245.0 5.0 110 4.9 7 92
00856 " Lot 63.2 1245.0 5.0 112 4.6 7 93
00857 " Lot 63-2 1245.0 3.0 109 3.1 7 91
00858 " Lot 61-.2 1244.0 0.0 111 3.9 7 93
I 00859 " Lot 61,.2 1244.0 0.0 113 4.3 7 95
00860 " Lot 52-2 1238.0 3.0 110 2.9 7 92
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Converse Consultants Inland Empire
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HEADOWiWEST / MESA HOMES
Pr:oject NlIT'ber: 88,81,148'03 Table I
SUMMARY OF FIELD TEST RESULTS
POINT Tes"t Approximate Approx imate Approximate Field 1 Relative
IOENTI F Dat.e Test Location Test OepthofFill Ory Moisture 501 l Compac t i on
ICATION E l evat i on (It) Below Test (ft) Dens i ty Content (~) Type (Xl
---...--.-.............--..----...------.........--.----..---............---.---...........--...--.-.-......-..........--------.
00861 08-23-90 Lot 52,2 1238.0 4.0 112 4.1 7 93
00862 " Lot 48.2 1239.0 3.0 111 3.2 7 93
00863 " Lot 48-2 1239.0 4.0 110 3,6 7 92
00864 " Lot 47.2 1240.0 3.0 108 4.0 7 90
00865 " Lot 47.2 1240.0 3.0 113 3.7 7 94
00866 " Lot 28.2 1240.0 5.0 113 3.9 7 94
00867 " Lot 28-2 1240.0 6.0 113 4.2 7 94
00868 " Lot 29.2 1241.0 6.0 108 3.1 7 90
00869 " Lot 29-2 1241.0 4.0 111 3.5 7 92
00870 " Lot 11.2 1243.0 3.0 108 3.4 7 90
00871 " Lot 11-2 1243.0 3.0 110 4.2 7 92
00872 Tract 24134'2, Lot 21.2 1234.0 3.0 108 5.1 7 90
00873 " Lot 21.2 1234.0 8.0 108 4.1 7 90
00874 " Lot 15-2 1239.0 4.0 109 4.0 7 90
00875 " Lot 15-2 1239.0 3.0 109 4.3 7 91
00876 " Lot 14.2 1240.0 5.0 108 2.7 7 90
00877 " Lot 14.2 1240.0 3.0 109 3.4 7 91
00878 " Lot 12.2 1242.0 0.0 109 4.2 7 91
00879 " Lot 12-2 1242.0 0.0 11 5.3 7 92
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Converse Consultants Inland Empire