HomeMy WebLinkAboutCT 75-09; Santa Fe Knolls Lots 1-139; Soils Report; 1986-09-30EBERHART 8 STONE, INC. DAN R. EEIERHART. CEG
GEOTECHNICAL (:3NSU!.:ANTS CEiiALD L. STS:JE, RCE
22,, c.WINSi3iuitOAii, Suii F.Ahi/dEIM.CA92806.(714)991-0163
5.205 A”ENlDA FNLIiWS. SUIi: :. . XHI.SBAD.CA92008.,619)438-9416
MASS GRADING GEOTECHNICAL REPORT
LOTS 1-139, C.T. 75-9
SANTA FE KNOLLS, CARLSBAD, CALIFORNIA
W.O. 1343 September 30, 1986
Prepared for:
The Anden Group 6544 Corte Montecito
Carlsbad, California 92008
Anden W.O. 1343
TABLE OF CONTENTS
TEXT
REPORT ON GRADING
Site Geology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 1
Setting .,
Surficial Units
Bedrock Units Geologic Structure Ground Water Faulting
Landsliding
Seismic Statement
Site Grading . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 5
Ground Preparation
Canyon Subdrains Fill Placement Oversized Rock Placement Lot Capping Cut Slopes Fill Slopes Fill Slope Subdrains
Stabilized Slopes Stabilized Slope Subdrains Shear Key Shear Key Subdrain
Soil Testing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 9
Field Laboratory
OPINIONS AND RECOMMENDATIONS
Geology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 11
Faulting
Ground Water Landsliding
Seismic Statement
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TABLE OF CONTENTS (continued)
TEXT
Grading . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..~... Page 12
Natural Ground
Slope Stability
Foundations . . . . . . . . . . . . . . ..*................................... Page 12
Conventional Foundations Post-Tensioned Structural Slabs
Site Development . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 13
Foundation Excavations
Slab Subgrade Trench Backfill Wall Backfill
Pavement Areas
Slope Maintenance
Pad Drainage Maintenance
Sumnary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 15
APPENDIX
References ..................................................... Pages A-l and A-2
Suraaary of Field Density Test Results .......................... Table I
Sumaary of Laboratory Maximum Density/Optimum Moisture
Test Results ............................................... Table II
Sumnary of Laboratory Expansion Index Test Results ............. Table III
Approximate Maximum Depth of Fill .............................. Table IV
Guidelines for Residential Foundations Based on Soil Expansion .................................................. Table V
Grading Plans (pocket enclosures) ............................... Plates l-4
Geologic Maps (pocket enclosures) .............................. Plates 5-8
Geologic Cross-Sections (pocket enclosure1 ..................... Plate 9
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REPORT ON GRADING
Presented herein is a review of the testing and observations provided by this firm during mass grading of the subject site. Grading was accomplished for the
purpose of creating 138 building pads for the proposed single-family residences,
and was done in conjunction with grading of the adjacent Tract 85-5. Opinions and recommendations relative to development of the site are also presented.
SITE GEOLOGY
Periodic geologic observations were made during mass grading to compare antici-
pated and as-graded geologic conditions. The as-graded site geology was mapped
during grading and is shown on the enclosed Geologic Maps, Plates 5 - 8, and on
the Geologic Cross-Sections, Plate 9.
Setting
The site is located on gently rolling hills along the western flank of the
Peninsular Range Province. Bedrock underlying the site consists of sandstone and claystone of the Eocene Delmar formation and metavolcanic rocks of the Jurassic Santiago Peak Volcanics. Residual soil and colluvium mantled the
bedrock. Shallow bedrock slides and surficial soil failures were present on
some canyon side-slopes. A deep-seated landslide was present within the north- western portion of the tract.
Topography of the subject tract, prior to grading, consisted of a northeast- southwest trending ridge with intervening tributary side canyons. The subject tract ascends gently to the northeast along the ridgeline. Natural slopes generally had a maximum slope ratio of about 2:l (horizontal:vertical). with
localized oversteepened areas. Total topographic relief over the site was on the order of 2002 feet.
Surface runoff was controlled by topography and was directed to the north, west,
and south by tributary canyons that passed through the center of the site.
Surficial Units
Artificial Fill (Qaf): Artificial fill was present along Mision Estancia and extended onto the tract as daylight canyon fills, and/or as a buttress slope fill, on Calle Acervo and on Lots 8-13, 45-50, and 135-139. Those materials were placed under the observation and testing of Southern California Soil and Testing, Ink. The fills consisted of a mixture of sand, slit, and clay with occasional bedrock fragments. The majority of the canyon fills were placed upon
colluvium. Within the tract boundaries, the canyon fills and colluvium were removed to competent underlying bedrock. The buttress fill slope on Lots 8-13
was left in place where the fill was placed over competent bedrock materials. These fills ranged from approximately 3 feet to 10 feet in depth.
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Residual Soil (no map symbol): Residual soil, up to four feet thick, mantled most of the bedrock on the site. Residual soil was locally absent on the
steeper sloping areas of the Delmar formation and within many areas of the Santiago Peak Volcanics. It consisted of brown silty sand, clayey sand, and silty clay, which was dry to moist, loose to stiff, desiccated, and locally
porous.
These materials were removed by overexcavation or benching into competent bedrock materials within areas that were graded.
Colluvium (Qcol): Thick accumulations of colluvium blanketed the side-slopes
t:
d bottoms of drainage swales and side canyons. Colluvium consisted of brown
gray-brown silty clay and clayey silt, which was dry to wet, soft to firm, locally desiccated, and low in density, with occasional bedrock fragments or
clasts.
These materials ranged from approximately 4 feet to 10 feet in thickness and
were overexcavated to competent bedrock.
Bedrock Units
Bedrock units underlying the site consist of near-shore marine sediments of the Eocene Oelmar formation and unconformably overlie the metavolcanic rocks of the
Jurassic Santiago Peak Volcanics. The distribution and extent of these units
are indicated on the geologic map. A brief description of each of these units
follows.
Delmar Formation, Sandstone (Tdmss): The sandstone unit overlies the claystone
unit and the Santiaao Peak Volcanics. These materials consist predominantly of sandstone and silty-sandstone with occasional thin clay and, siltstone interbeds
or lenses. Sandstone varies in color from gray to brown to yellow, and is typi-
cally very fine to medium grained, internally massive to poorly bedded, hard to
very hard, moderately weathered, slightly to moderately fractured, and locally
poorly indurated.
Well-cemented fossiliferous beds, approximately one foot to two feet thick, exist at or near the base of the unit. These beds are generally continuous.
Delmar Formation, Claystone (Tdmcl): The claystone unit overlies the Santiago Peak Volcanics. These materials consist of claystone. silty claystone, and
sandy claystone with occasional interbeds and lenses of sandstone. The
claystone varies in color from green to brown to gray. The sandstone beds and lenses are fine to medium grained, internally massive, and white to tan in color.
Bedding within the claystone unit is poorly developed and discontinuous. Contacts between differing rock types within this unit are typically gradational
or are marked by irregular and wavy surfaces. The claystone, silty claystone, and sandy claystone rocks are highly to intensely fractured. Rocks with a high
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clay content are more intensely fractured, with these fractures being polished
and slickensided. Typically, the upper portions of the claystone unit have been
disturbed by weathering and down-slope creep.
Santiaqo Peak Volcanics (&IV): The basement rock beneath the overlying sedimen-
tary sequence consists of mildly metamorphosed dacitic and andesitic volcanic rocks that have been assigned to the Santiago Peak Volcanics of probable Jurassic age. Typically, these rocks are brown to gray, very fine grafned, and dense. Locally, the upper 5 feet to 8 feet of the volcanic rocks are altered to reddish brown clay and weathered rock fragments. Beneath the contact surface
with the overlying sedimentary rock, as much as 3 feet to 5 feet of the volcanic rocks are weathered and altered. Joints and fractures within the weathered zone
are typically coated with clay.
Geologic Structure
Prior to deposition of the sedimentary sequence of rocks beneath the subject property, the Santiago Peak Volcanics had been complexly deformed and intruded. Subsequent to the period of deformation, an erosion surface of considerable relief (the sub-la Jolla unconformity) developed on the basement rocks and dips
gently toward the west.
The regional structure of the basement rocks has not been completely determined.
However, roughly planar features, thought to be boundaries between individual flows within the volcanfcs, were recognized in construction excavations and observed to be dipping toward the south and southwest at gradients varying from
25 degrees to 45 degrees below the horizontal. In addition, several north and
northwest trending fault zones were recognized. Typically, the faults consisted
of near-vertical zones, 5 feet to 15 feet wide, of fractured and crushed rock.
In general, the sandstone and claystone rocks that were subsequently deposited
on the sub-la Jolla unconformity are nearly flat-lying and relatively unde- formed. However, where sediments were deposited on portions of the unconformity possessing relatively high relief, bedding within these rocks roughly parallels
the slopes of the old erosion surfaces. Regionally, these rocks dip gently
toward the west.
Ground Water
Significant quantities of ground water were not encountered during grading of the tract. Minor seeoaqe was noted alonq a thin sandstone bed exposed in the
floor of the canyon clean-out made for the offsite fill ,westerly end of Calle Acervo.
Ground water levels were observed to be at lower levels and supplemental drilling operations than when observed geotechnical investigation.
adjacent the south-
during the mass grading during this firm's
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Faulting
Several faults and fault zones were recognized in the volcanic rocks beneath the
property during grading. The majority of these faults do not extend into the
overlying Eocene sediments and are probably related to ancient tectonic episodes
that occurred prior to the sediment deposition. They are not considered active
faults.
Significant faulting was not recognized within the Eocene bedrock.
Landsliding
An ancient bedrock landslide of significant aerial extent and depth was recognized during grading of Tracts 85-5 and 75-9. The slide occurred within the natural slope that descended from the broad ridgeline situated near the boundary between the two tracts.
Landslide Number 1, the Misfon Estancia Landslide, is situated on the westerly nose of the ridgeline and involves Lots l-4 of Tract 85-5, and Lots 72-75,
124-127, and 135-139 of Tract 75-9. The head scarp of the slide roughly parallels the alignment of Wisfon Estancia roadway, approximately 330 feet to 340 feet east of its centerlfne. The toe of the slide, as it is presently
recognized, is situated within Stagecoach Park below the level of Mision Estancia. The slide is roughly 600 feet long by 600 feet wide, with an average depth near its central portion (beneath Mision Estancia) of roughly.35 feet.
The Mision Estancfa Landslide is a complex slide that may have moved several
times in the past, along more than one well-defined failure surface, within the
claystone bedrock. Both shallow and deep-seated failure surfaces were observed
during grading. These surfaces consisted of greenish gray crushed clay seams that varied in thickness from paper-thin to as much as 2 inches. The deepest
failure surface was observed in the easterly wall of the shear key excavation at an elevation of 235 feet, dipping toward the northwest at 10 degrees to 15 degrees below the horizontal. Where these failure surfaces were observed near
the ground surface, above the level of Mision Estancia. they dipped steeply from 45 degrees to 60 degrees toward the west and northwest. At its northerly end,
the Mision Estancia Landslide merged with several shallow bedrock failures that
were situated between it and Landslide Number 2 to the northeast (within Tract
85-5).
Shallow bedrock landsliding was recognized in severely weathered claystone
bedrock exposed on the more steeply inclined natural slopes. In general, these slides were rotational failures that extended as much as 10 feet to 15 feet
beneath the natural ground surface. Within the limits of the tracts, these
slides were completely removed during grading.
Seismic Statement
A detailed discussion of site seismicfty was presented in the preliminary geotechnfcal reports and remains valid.
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SITE GRADING
Mass grading under the purview of this report was accomplished by Barry
Blanchard, Inc., during the period of January 17, and September 30, 1986.
Ground Preparation
Areas which were graded were first cleared of significant deleterious material, including surface vegetation, trees, and'miscellaneous debris.
Topsoil, colluvium, weathered bedrock, highly disturbed landslide debris, and
otherwise unsuitable materials, were overexcavated to expose competent bedrock. Removal depths varied from about 3 feet to 20 feet.
Only minimal removals were made within the offsite daylight canyon fills oppo-
site Lots 1 and 30 (east of Calle Acervol. These areas are designated as non- structural fills, since bedrock was not exposed in the overexcavations.
Prior to receiving fill, the exposed ground surface was scarified to a depth of
about six inches to twelve inches, moisture-conditioned as needed, and compacted to 90% or more of the laboratory maximum density.
Canyon Subdrains
Subdrains were placed in the bottoms of canyons within the tract, as shown on the accompanying Geologic Maps, and consisted of six-inch diameter P.V.C. per- forated pipe embedded in Class 2 permeable filter mix. The southerly canyon subdrain (placed below Calle Acervo, opposite Lot 61 connects to a previously placed four-inch diameter subdrain placed beneath Mision Estancia (by others).
Ffil Placement
Following preparation of the exposed ground surface, as described above, fill
was placed in loose lifts restricted to about six inches in thickness. Each
lift was moisture-conditioned as needed to obtain near-optimum conditions, then compacted to 90% or more of the laboratory maximum density. Compaction was accomplished by utilizing sheepsfoot rollers and by rolling with heavy rubber- tired earthmoving equipment. Each lift was treated in a like manner until the desired rough grades were achieved. Fill placed onsite consisted of overex- cavated material considered suitable for reuse as compacted fill and material generated from nearby cut areas.
Prior to the placement of fill on surfaces inclined steeper than about 5:l (horizontal:vertical), horizontal keys and near-vertical benches were excavated into adjacent competent bedrock.
Approximate maximum depths of fill, on a lot-by-lot basis, are indicated in
Table IV.
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Oversized Rock Placement
Significant amounts of oversized rock were created during mass grading due to blasting of volcanic rock. The rock was placed within the deeper fill areas as
windrows, in accordance with the recommendations outlined in the referenced reports, or as rock blanket fills according to the following procedure.
Rocks were limited to approximately 30+ inches in diameter or smaller. The rock
material was transported with rock truFks and spread with dozers in such a manner that lifts were limited to a thickness of approximately 30+ inches. When an insufficient amount of fine-grained material was present withi: blasted
volcanic rock, sandstone material was incorporated to minimize voids.
Oensffication of the rock materials and fines was accomplished by adding water and wheel rolling with loaded scrapers. A subdrain system was placed below all rock blanket fills as either a canyon subdrain or a slope subdrain. Rock
blanket fills were limited to depths greater than approximately 5+ feet below
proposed pad grades and horizontal distances greater than approxi%ately 15+ feet inside finished fill slope faces. An effort was made to keep rock blanket-fills
below the deepest proposed utility line(s) within street areas, by utilizing available improvement plans. Oversized rock blanket fills were placed below Lots 84-90, 97-99, and 135-138. The approximate minimum depth to a rock blanket fill, below the above-mentioned lots, is presented below.
Lot Ho.
r5
if
iii 90 97
;9"
135 136 137 138
Minimum Depth to Rock Blanket Fill (ft.)
: 5
5
i li
8 6
10
8
ii
Lot Capping
Where a cut/fill transition existed within proposed building areas, the cut por-
tions of these areas were overexcavated about three feet and replaced with com- pacted fill. This lot capping was accomplished on Lots 5, 18-23, 52-54, 66, 69, 81, 100-115, and 133.
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Where a cut orshallow fill pad existed above a shear key, the pad was overex-
cavated at least ten feet below proposed grade and replaced with a compacted
fill blanket. This lot capping was accomplished on Lots 135-138 due to the deep fill created at the rear of the pads during shear key excavation.
Where a cut pad existed above a stability fill, the upper three feet were removed and replaced with a compacted fill blanket. This lot capping was accomplished on Lots l-4, 9, 58, 59, 71-78, 121-124, 128, and 129.
Where a cut pad exposed volcanic rock, highly fractured bedrock, landslide debris, or bedrock with differing expansive characteristics at grade, the upper
three feet were removed and replaced with compacted fill. This lot capping was accomplished on Lots 55-57, 120, 125-127, and 132.
Cut Slopes
Cut slopes were constructed at a 2:l (horizontal:vertical) or flatter slope
ratio to a maximum height of about 30 feet.
Fill Slopes
Keys for fill slopes were constructed, where necessary, in accordance with the . recoasnendations of the referenced reports.
Fill slopes were constructed at a 2:l (horizontal:vertical) or flatter slope
ratio to a maximum height of about 74 feet.
Interior slopes were overfilled two feet to five feet during grading and sub-
sequently cut back to the compacted core. Perimeter slopes were backrolled with
a sheepsfoot roller at regular intervals during slope construction, track-
walked and shaped upon reaching designed sloped heights, and subsequently back-
dragged to grade.
Fill Slope Subdrains
Subdrains were placed in fill slopes, where considered necessary, as shown on the accompanying Geologic Maps. The subdrains consisted of 4-inch diameter
P.V.C. perforated pipes embedded in Class 2 permeable filter mix.
Subdrains were placed at the bases, or near the heels, of the keys and near the
midheights of the slopes.
Subdrafn outlets from the heels to the slope faces consisted of 4-inch diameter P.V.C. nonperforated pipe embedded in compacted fill. Subdrain outlets were spaced at about lOO-foot to 200-foot horizontal intervals.
Stabilized Slopes
Proposed and/or existing cut slopes that exposed unfavorably oriented planar
features, intensely fractured rock, overblasted volcanic rock, or highly ero- dible materials, were replaced as stability fills.
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The following tabulation indicates the approximate locations and key dimensions
of the stabilization fills constructed.
Location
Stability Fills
Width (ft.) Depth (ft.)
Calle Acervo (south side opposite Lots l-5) Lots l-5 Lots 7-8 Lot 44 (opposite rear of
Lots 57 & 59)
Lots 57-58 (side yards) Lots 68-73 (rear yards)
Lot 70 (side yard)
Lot 71 (side yard)
Lot 72 (side yard) Lot 73 (2 side yards)
Lot 74 (2 side yards)
Lot 75 (side yard)
Lot 76 (side yard)
Lot 77 (side yard) Lot 121 (side yard)
Lot 122 (side yard)
Lot 123 (side yard)
Lot 124 (side yard), Lots 125-127 (rear yards)
Lot 128 (side yard)
Lots 129-133 (rear yards)
Stabilized Slope Subdrains
15
15
::
::
::
::
::
::
::
::
::
15
Subdrains were placed in stabilized slopes, where considered necessary. and are
shown on the accompanying Geologic Maps. The subdrains consisted of 4-inch and 6-inch diameter P.V.C. perforated pipes embedded in Class 2 permeable filter mix.
Subdrains were placed near the heels of the keys.
Subdrain outlets from the heels to the slope faces consisted of 4-inch diameter
P.V.C. nonperforated pipe embedded in compacted fill. Subdrain outlets were
spaced at about lOO-foot to 350-foot horizontal intervals.
Shear Key
A shear key was constructed adjacent Mision Estancia in order to stabilize the
.portion of the landslide within the subject tract.
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The following tabulation indicates the approximate dimensions of the shear key
constructed.
Location
Lot 135
E E
Lot 138
Lot 139
Shear Key
Width (ft.)
:i
ii
40
Depth (ft.)
26-46
28-42
29-44
26-28
5-9
Shear Key Subdrain
A subdrain system was placed at the bottom of the shear key along the toe. The drain consisted of a 6-inch diameter P.V.C. perforated pipe embedded in Class 2
permeable filter mix.
A subdrain outlet was placed in the shear key. The outlet consisted of a 6-inch diameter nonperforated pipe that was placed in a horizontal drill hole beneath Mision Estancia and outletted at the toe of the existing graded slope on the City Park site to the west.
SOIL TESTING
Field
During the course of mass grading, field density tests were taken to determine
compliance with the recoaanended standards. These tests were taken in accordance
with ASTM standards for the sand cone, drive cylinder, and nuclear methods of
density testing (ASTM D1556, D2937, and D2922, respectively). Due to the rocky nature of some of the onsite soil types, conventional density testing was not possible in some areas. For these areas, observation pits were excavated within
the compacted fill. Visual and tactile observations were made to verify that
the fill was well-compacted with minimal voids and suitable moisture. Results
of the field density testing and visual pit observations are presented in Table I.
During fill placement, field density tests and/or observation pits were taken at
the rate of about two feet in vertical height or about each 1000 cubic yards.
Periodic near-surface density tests were also taken upon achievement of rough
pad and slope grades. Approximate locations of the field density tests and observation pits are shown on the accompanying Grading Plans. Plates 1 through
4, prepared by Hunsaker & Associates, Inc. For comparison of field density tests to laboratory standards, visual and tactile identifications were made of the materials tested.
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Laboratory
Presented below are brief descriptions of laboratory tests performed on samples obtained during mass grading. Results of the laboratory testing are presented in Tables ,I1 and III.
Maximum Density/Optimum Moisture: For materials considered representative of the major soil types placed as compacted fill, maximum density and optimum moisture content determinations were made in accordance with ASTM D1557-70.
Potential Expansion: Determinations of potential soil expansion were made on a d-by-pad basis in accordance with ASCE Expansion Index Test (WC Standard
K-2).
Sulfate Content: Determinations of soluble sulfate content were made on a pad- by-pad basis in accordance with California Method of Test No. 417A.
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OPINIONS AND RECOMMENDATIONS
w-0. 1343
Recommendations in this report are opinions based upon this firm's testing and
observations performed during mass grading, previous geotechnical studies, and
professional judgment. Opinions and recommendations are applicable to the
grading performed and development proposed under the purview of this report, and
should be incorporated into project design and construction practice.
GEOLOGY
Faulting
No adverse effects from faulting are anticipated.
Ground Water
Subdrain systems were installed within a number of excavations in order to miti- gate the effects of ground water encountered during grading. The possibility of
nuisance water, not detected during grading, could develop due to the large
exposure of volcanic rock in the natural slopes above the tract to the east. In addition, ground water levels below the site may rise due to irrigation and/or unseasonable amounts of rainfall. No adverse effects from ground water are anticipated, provided that the subdrain systems installed during grading are
properly maintained at all times and remain unobstructed.
If water seepage is detected within graded areas of the tract, the geotechnical
consultant should be notified in order to evaluate the conditions and to make
any recoaanendations, if needed.
Landsliding,
No adverse effects from landsliding are anticipated upon proposed residential
structures for Landslide Number 1. Future rear-yard improvements for Lots 135-139 may be affected by ground movement if the City Park cut slope below
Mision Estancia is not prooerlr stabilized within Landslide Number 1. ’ . the-lower portions of
Seismic Statement
No active faults are present at the subject site;
not anticipated. Because of the proximity of the
",e;ern California area, moderate ground shaking . Liquefaction is not anticipated.
therefore, ground rupture is
site to active faults in the
could occur during an earth-
Proposed structures should be designed to resist seismic forces in accordance
with criteria contained in the 1985 Uniform Building Code for seismic zone 4.
Anden -12- W.O. 1343
GRADING
The geotechnical aspects of mass grading under the purview of this report are in compli~ance with this firm's recommendations and the various codes and/or regula-
tions established by the governing, authorities, as well as the Uniform Building
Code, Chapter 70. The subject site, as-graded, fs considered suitable for the
proposed development.
Natural Ground
Both cut and prepared natural ground are considered suitable for support of the
compacted fill and/or the proposed structures.
Slope Stability
As-graded cut and fill slopes, properly maintained and protected from extreme moisture variations, are considered grossly and surficially stable.
FOUNDATIONS
Except for Lots 67-69, 80, 81, 84-91, 97-99, 120, 131, 133, and 135-138, the
following recotmnendations have been developed for the proposed one- and/or two-
story single-family residences (based on potential expansion). Wood-framed, slab-on-grade construction is proposed, and is anticipated to yield light struc-
tural loading.
Based upon the proposed construction and the anticipated light structural loading, post-construction settlement should be within generally accepted
tolerable limits.
Foundations for an individual structure should be bearing material, such as entirely within bedrock
fill.
embedded within the same
or entirely within compacted
The results of testing for soluble sulfate content indicate that the onsite soil types vary from 0.088% to 0.775%. Based on these results, Tyne V cement should be utilized in concrete for foundations. Concrete'utilized for foundations should contain at least 660 pounds of cement per cubic yard, with the water/ cement ratio no greater than 0.45.
The bottom outer edge of foundations adjacent a top-of-slope should be set back from the slope surface a horizontal distance of one-half the slope height under consideration. The horizontal distance should not be less than five feet and may be limited to ten feet.
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Conventional Foundations
Bearinq Value: For design purposes,'an allowable bearing value of 1500 pounds
per square foot, based on an embedment of 12 inches into bedrock or compacted fill, may be used for continuous footings or square pad foundations. This value is for dead load plus live load conditions and may be increased by one-third in consideration of wind or seismic loadings of short duration.
In designing to resist horizontal soil loadings, a lateral bearing resistance of 150 pounds per square foot, per foot of embedment, and a friction factor of 0.2
may be utilized for foundations embedded in bedrock or compacted fill. -1
Expansive Soil Guidelines: The potential expansion of the near-surface
materials at rouah arade on the subject lots ranaes from Low to Verr Hiah.
Guidelines for r&idential foundations, based on-soil expansion, are presented
on a lot-by-lot basis in Table V.
Post-Tensioned Structural Slabs
Post-tensioned structural slabs will be required on Lots 67-69, 80, 81, 84-91,
a 97-99, 120, 131, 133, and 135-13 o (1) rock blanket fills, (2) deep fills
on a portion of the lot, or (3) underlying bedrock with differential engineering
properties directly below the fill cap or near pad grade. c As an alternative t
tural slab systems
Post-tensioned struxslab foundation systems should be designed by a struc-
tural engineer to resist expansive soil and provide relatively uniform bearing over the slab area. Allowable bearing should be limited to a value of about 1000 pounds per square foot. A cut-off footing should be provided along the
perimeter of post-tensioned slabs, with an embedment of about 12 inches below
lowest adjacent grade.
Though presaturation of slab subgrade is not a requirement, the subgrade area
should be kept moist just prior to the placement of slab concrete.
A visqueen-type moisture barrier should be placed at grade below concrete slabs,
in areas to be tiled or carpeted, and be overlain by one inch of protective sand
cover. This moisture barrier should be heavily overlapped or sealed at splices. A concrete footing should separate areas requiring a moisture barrier from those that do not.
SITE DEVELOPMENT
Should future property owners desire to construct additional structures, such as pools, walls, patios, etc., the plans for such improvements should be provided
to the geotechnical consultant for review and convnent.
Prior to the coaznencement of additional grading and/or site development, including subgrade preparation of areas to be paved, backfilling of trenches and walls, etc., the geotechnfcal consultant should be notified two working days in advance in order to schedule testing and observations as needed.
EBERHART B STONE, INC.
-14- W.O. 1343
Foundation Excavations
Foundation excavations should be observed by the geotechnical consultant prior
to the placement of forms, reinforcement, and concrete, so that foundation
bearing materials may be compared with those upon which the guidelines in Table
V are based. Excavations should be level, square, and free of loose material
and debris prior to the placement of concrete.
Slab Subqrade
For conventional foundations, presaturation is recommended beneath interior
slabs. The recoazaended moisture (see Table Vl should penetrate to the depth of
the perimeter footings. The moisture content should be tested by the geotech-
nical consultant within 24 hours prior to the placement of concrete.
Trench Backfill
Trench backfill consfstfng of onsfte materials should be placed in horizontal '
lifts and mechanically compacted to 90% of the laboratory maximum density.
For shallow trenches below slab areas, an alternative to backfilling with onsite materials would be to jet, in place, imported granular material having a sand
equivalent of 30 or more.
Wall Backfill
Materials to be placed as wall backfill should be tested by the geotechnical consultant so that retaining wall design parameters may be formulated.
Wall backfill should be placed in horizontal lifts and mechanically compacted to
90% of the laboratory maximum density.
The use of heavy compaction equipment adjacent a retaining wall may produce
strains greater than those normally associated with the development of active earth pressures, and/or lateral soil loading exceeding design parameters, resulting in excessive wall movement. Therefore, caution should be used during
wall backfill placement and compaction.
Pavement Areas
Prior to the placement of aggregate base or asphalt concrete pavement, the exposed subgrade s,urface should be scarified, moisture-conditioned as needed to obtain near-optimum conditions, and recompacted in place. Isolated overex- cavations may also be required, as field conditions dictate, to eliminate any
dry, wet, loose, or soft areas that may exist at the time of subgrade prepara- tion.
Slope Maintenance
Vegetation planted on slopes should be native to the area, deep rooting and drought resistant. A landscape architect should be consulted for recomnen- dations on types of plants and planting configuration.
EBERHART B STONE, INC.
Anden : -15- W.O. 1343
Surficial slope instability can be mitigated by minimizing moisture variations near the slope surface. Overwatering of slope surfaces, alteration of drainage
patterns and slope configurations, obstruction of drainage devices, and
burrowing rodents can be detrimental to slope stability. Provisions should be made to interrupt automatic timing devices of irrigation systems during rainy seasons.
Pad Drainage Maintenance
Roof and pad drainage should be collected and directed away from proposed struc-
tures. As-graded drainage patterns and devices should be maintained to provide
positive drainage. Alteration and/or obstruction of these may cause foundation
distress.
SlJmARY
Testing and observations were provided, and opinions and recotmaendatfons.were
developed, in accordance with generally accepted engineering and geologic prin-
ciples and practices. No warranty is expressed nor implied.
The presence of the geotechnical consultant at the site was to provide the deve- loper with a continuing source of professional advice, opinions, and recomnen- dations based upon testing and observations of the grading contractor's work, and did not include superintending nor supervision.
This report is subject to,review by the controlling governmental body.
Respectfully submitted,
EBERWART I STDBE. INC.
Robert L. Greaorek II
Project Geologist CEG 1257
and
Reviewed by:
and Vice President RCE 32233 Exp. 12-31-88
'Mark W. McLarty
Project Geologist
CEG 1107
6 President
CEG 965
RLG:MWM:GLS:DRE:pm (36)
EBERHART B STONE. INC.
Anden W.O. 1143
APPENDIX
EBERHART B STONE, INC.
Anden A-l W.O. 1343
REFERENCES
Reports
Preliminary Soils Investigation, La Costa far south, easterly area, Rancho La
Costa, Carlsbad, California, by Benton Engineering, Inc., dated February 28,
1975 (75-l-2OBC).
Supplemental Soils Investigation, La Costa far south, easterly area, Rancho La Costa, Carlsbad, California, by Benton Engineering, Inc., dated November 11,
1975 (75-lo-980.
Review of Tentative Hap, CT 75-9, Santa Fe Knolls, Rancho La Costa, California, by Benton Engineering, Inc., dated April 20, 1976 (75-lo-9BC).
Supplemental Soils Investigation, two areas adjacent to Santa Fe Knolls, Rancho
La Costa, Carlsbad, California, by Benton Engineering, Inc., dated July 7, 1976
(75-l-2OBC).
Review of offsite improvement plans, CT 75-9, Santa Fe Knolls, Carlsbad, California, by Benton Engineering, Inc.. dated January 17, 1977 (76-3-18F).
Earthwork quantity estimates, Santa Fe Knolls, Unit 1, Carlsbad, California, by Benton Engineering, Inc., dated March 21, 1979 (79-2-8FI.
Vreliminary Geotechnical Investigation, southeast area water line, Ranch0 Santa Fe Road and Mision Estancia, Carlsbad, California, by Southern California Soil and Testing, Inc., dated February 14, 1984 (25028, No. 1).
Buttress Recoaaaendations, southeast area water line project, Mision Estancia, Carlsbad, California, by Southern California Soil and Testing, Inc., dated March
1, 1984 (25028, No. 2).
9 Report of field observation and relative compaction tests, proposed southeast
area water line, Ranch0 Santa Fe Road and La Costa Avenue, Carlsbad. California, by Southern California Soil and Testing, Inc., dated May 18, 1984 (25028, No.
4).
Geotechnical Investigation, Santa Fe Knolls, C.T. 75-9, Carlsbad, California, by
Eberhart & Stone, Inc., dated July 2, 1985 (W.O. 1343).
Geotechnical Investigation, Stagecoach Park, Carlsbad, California, by Geocon,
Incorporated, dated July 5, 1985 (File No. D-3480-501).
Geotechnfcal Investfgation,'Santa Fe Knolls, C.T. 85-5, Carlsbad, California. by Eberhart & Stone, Inc., dated August 22, 1985 (W.D. 1343).
Supplemental Geotechnfcal Investigation, Stagecoach Park, Carlsbad, California, by Geocon, Incorporated, dated April 18, 1986 (File No. D-3480-502).
EBERHART iL STONE, INC.
Anden A-2 W.O. 1343
REFERENCES (cont.)
Geotechnical Investigation, Stagecoach Park, Carlsbad, California, by Woodward-Clyde Consultants, dated May 14, 1986 (Project No. 5615DE-SIDll.
Stability Analyses and Additional Recommendations, Stagecoach Park, Carlsbad,
California, by Geocon, Incorporated, dated May 15, 1986.
Sumaary of Slope Stability Analyses;Stagecoach Park, Carlsbad, California, by
Geocon, Incorporated, dated May 27, 1986.
Landslide Stabilization, Mision Estancia Landslide, Santa Fe Knolls, Tracts C.T.
75-9 and C.T. 85-5, Carlsbad, California, by Eberhart & Stone, Inc., dated May 28, 1986 (W.O. 1343).
Report of Findings, Misfon Estancia Landslide, Carlsbad, California, by San Diego Geotechnical Consultants, Inc., dated July 31, 1986 (Job No. 30032-00, Log
No. 6-6109).
Plans
Grading Plan, Tract 85-5. Carlsbad, California, by Hunsaker 8 Associates, Inc.,
dated January 10, 1986, revised Hay 29, 1986.
As-Built Grading Plan, Tract 85-5, Carlsbad, California, by Hunsaker &
Associates. Inc., undated.
Grading Plan, Tract 75-9, Carlsbad, California. by Rick Engineering Company, dated March 4, 1981, revised by Hunsaker & Associates, Inc., May 29. 1986.
As-Built Grading Plan, Tract 75-9, Carlsbad, California, by Hunsaker &
Associates, Inc., undated.
EBERHART B STONE, INC.
1
Anden
I
TABLE1
SUIWARY OF FIELD DEilSITY TEST RESULTS
\
W.O. 1343
TEST NO. NOTE DATE LOCATION TRACT DRY DEN. ELEVATION SOIL pcf TYPE
1 l-23-86 Lot 44 adj. Lot 30 /5-9 173 17 104 90 E
2 l-23-86 Lot 44 adj. Lot 30 15-9 115 100 86 E
2r l-23-86 Lot 44 adj. Lot 30 15-9 175
:::
104
: l-23-86 l-23-86 Lot Lot 44 44 adj. Lot Lot 29 30 75-9 75-9 176 178' ;: 105 107 ;!i E
adj. " 92 E
5 l-23-86 Lot 44 adj. Lot 29 75-9 178 19 104 90 E
6 l-24-86 Lot 44 adj. Lot 29 75-9 179 21 103 93 7 l-24-86 Lot 44 adj. Lot 30 .75-9~ .181 20 102 92 :
t l-24-86 l-.24-86 Lot Lot 44 44 adj. adj. Lot Lot 63 63 75-9 15-9 245 247 :i 106 107 91 92 E
10 l-24-86 Lot 44 adj. Lot 63 75-9 248 1J 104 90 E
:: l-24-86 Lot Lot 44 44 adj. Lot Lot 63 62 75-9 75-9 249 246 :i 104 106 90 l-24-86 adj.
13 l-24-86 Lot 44 adj. Lot 62 75-9 248 15 110 ;: E E
14 l-24-86 Lot 44 adj. Lot~64 15-9 251 17 107 92 E
15 l-25-86 Lot 44 adj. Lot 62 75-9 253 14 104 90
:; l-25-86 l-25-86 Lot Lot 44 44 adj. adj. Lot Lot 63 62 75-9 75-9 253 254 :: 105 105 i: F
18 l-25-86 Lot 44 adj. Lot 62 15-9 256 16 103 94 F
19 1-25-86 Lot 44 adj. Lot 60 15-9 245. 16 95 86 L.
19 r l-25-86 Lot 44 adj. Lot 60 75-9 245 16 100 90 L
20 l-25-66 Lot 44 adj. Lot 63 75-9 258 104 90
c: l-25-66 l-25-86 Lot Lot 44 44 adj. adj. Lot Lot 63 64 75-9 75-9 261 255 :: i
16 104 98 ;: F
:i l-27-66 l-27-86 Lot Lot 44 44 adj. adj. Lot Lot 61 62 75-9 15-9 248 261 :t 109 108 ii G G
25 l-27-86 Lot 44 idj. Lot 63 75-9 262 17 108 93 E
-.
I
Anden
/
TABLE I
SIlkMARY OF FIELD DERSITY TEST RESULTS’
/
W.O. 1343
TEST blDISTURE NO. NOTE DATE LOCATIOW DRY DEN. TRACT ELEVATION x REL-%COMP- SOIL
pcf TYPE
22; l-27-86 l-27-86 Lot Lot 44 44 adj. adj. Lot Lot 61 64 75-9 75-9 251 259 :: 100 101 ii! L. L
:: l-27-86 l-27-86 Lot Lot 44 44 adj. adj. Lot Lot 64 60 75-9 75-9 255 258 :9” 103 104. z: H H :: l-27-86 l-27-86 Lot Lot 44 44 adj. adj. Lot Lot 64 62 75-9 75-9 ,265 260 :: 111 102 2 H t;
32 l-27-86 Lot 44 adj. Lot 64 75-9 261
ii' l-27-86 l-27-86 Lot Lot 44 44 adj. adj. Lot Lot 63 62 75-9 75-9 266 267
:i 101 90 H
105 105 % G G
ii? l-27-86 l-27-86 Lot Lot 44 44 adj. adj. Lot Lot 61 63 75-9 75-9 260 263 :: 17 102 104 91 93 H H
:; l-28-86 l-28-86 Lot Lot 44 44 adj. adj. Lot Lot 65 65. 75-9 75-9 257 259 :'B 91 H 102 105
:?I l-28-86 l-28-86 Lot Lot 62 44 adj. Lot 61 75-9 75-9 266 266 :: 101 97 ;: L” H 41 l-28-86 Lot 44 adj. Lot 63 75-9 267 ii I 40 r l-28-86 Lot 44 adj. Lot 61 75-9 266 :z ;9' H 42 l-28-86 Lot 44 adj. Lot 64 75-9 262 i! H 42 r l-28-86 Lot 44 adj. Lot 64 75-9 262 :i lif 90 H 40 r l-28-86 Lot 44 adj. Lot 61 75-9 266 101 90 H
ii l-28-86 l-28-86 Lot Lot 60 63 75-9 75-9 260
::
102 104 91 H H 45 l-28-86 Lot 44 adj. Lot 65 75-9 2: :i 102 ;: L 46 l-28-86 Lot 61 75-9 266 17 101 90 H 47 l-28-86 Lot 62 75-9 268 101 90 H 48 l-28-86 Lot 44 adj. Lot 65 75-9 263 :; 101 91 L
ii l-29-86 l-29-86 .Lot Lot 64 62 75-9 75-9 271 268 :t 105 98 93 90 F H
,
Anden TABLE1
SUIMARY OF FIELD DENSITY TEST RESULTS
W.O. 1343
lEST DRY DEN. SOIL 10. NOTE DATE LOCATION TRACT ' ELEVATION FTURE pcf TYPE
:: l-29-86 l-29-86 Lot Lot 44 61 adj. 60 75-9 75-9 269 273 20 101 102 z: Li
53 l-29-86 Lot 60 75-9 272 :9" 97 H
53 r l-29-86 Lot 60 75-9 272 ?I 101
ii
:z l-29-86 l-29-86 Lot Lot 63 44 75-9 75-9 274' 276 Fi 97 98 ii F adj. 62
:; l-29-86 l-29-86 Lot Lot 44 64 : adj. 65 75-9 75-9 271 265 20 18 101 102 96 91
z9" l-29-86 l-29-86 Lot Lot 60 63 75-9~ 75-9 274 :: 101 99 90 85 I! G
59 r l-29-86 Lot 63 75-9 ;:t
:i
105
ii
G
60 l-29-86 Lot 44 adj. 65 75-9 264 101
:: l-29-86 l-29-86 Lot Lot 44 60 adj. 29 75-9 75-9 276 182 21 19 104 101 ii’:
:
L
63 l-29-86 Lot 44 adj. 65 75-9 260 23 97 92 I
:: l-30-86 l-30-86 Lot Lot 60 61 75-9 75-9 268 277 2i 105 101 93 90 H ii
66 l-30-86 Lot 62 75-9 277. 106 90 K
67 l-30-86 Lot 59 75-9 269
:i
18' 101 91 L
f59" l-30-86 l-30-86 Lot Lot 61 61 75-9 75-9 ,278 278
:;
101 106 90 90 I( H
70 l-30-86 Lot 59 75-9 272 102 91 ti
71 l-30-86 Lot 60 75-9 274 18 93 H
71 r l-30-86 Lot 60 75-9 274 101 ;: i;
72 l-30-86 Lot 63 75-9 276
:;
111 94 /,
73 1-31-86 Lot 44 adj. Lot 62 75-9 281 ;i 99 88 H
74 1-31-86 Lot 61 75-9 280 98 a7 H
Anden TABlEI
SUmARY OF FIELD DENSITY TEST RESULTS
1
W.O. 1343
lEST HOISTURE DRY DEN. NOTE DATE SOIL 10. LOCATION TRACT ELEVATION x pcf TYPE
73 r 2-03-86 Lot 44 adj. Lot 62 75-9 281 100 90
74 r 2-03-86 Lot 61 75-9 280 ;: 100 90 I!
75 2-03-86 Lot 44 adj. Lot 30 15-9 184 ii 103 :; 2-03-86 2-03-86 Lot Lot 44 44 adj. adj. Lot Lot 29 30 75-9 75-9 ii; : 186 187. 22 102 103 93
:9” 2-03-86 2-03-86 Lot Lot 44 44 adj. adj. Lot Lot 30 30 75-9 75-9 190 190 z 101 102 ;: : L 80 2-03-86 Lot 44 adj. Lot 29 75-9 189 21, 101 91 L
81 2-04-86 Lot 63 '75-9 278 20 91 M
82 2-04-86 Lot 62 75-9 283 1: 94 83 2-04-86 Lot 44 adj. Lot 63 75-9 282 :: 1:; 90 ii
:: 2-04-86 2-04-86 Lot Lot 62 61 75-9 75-9 '282 284 22 17 101 90 91 i
86 2-04-86 Lot 64 75-9 273 25
10’: 96
93 M
8”; 2-04-86 2-04-86 Lot Lot 44 62 adj. Lot 30 75-9 75-9 286 192 :: ET N I
ii 2-04-86 2-04-86 Lot Lot 44 44 adj. adj. Lot Lot 53 30 75-9 75-9 190 237 23 16 1:: 90 92 E
;: 2-04-86 2-04-86 Lot Lot 52 53 75-9 75-9 243 242 24 21 96 95 9': .':
96 2-05-86 Lot 51 75-9 245' 104 H
2 2-05-86 2-05-86 Lot Lot 52 54 75-9 15-9 242 244
:;
:: 100 100
5
90 1 99 2-05-86 Lot 53 75-9 244 94 91 M 104 2-05-86 Lot 52 75-9 245 16 101 90 H
105 2-05-86 Lot 53 75-9 245 :: 103 93 N
106 2-05-86 Sitio Baya 75-9 244 101 91 N
-.
/ / I
Anden TABLE I W.O. 1343
SUMARY OF FIELD DENSITY TEST RESULTS
FEST MOISTURE DRY DEN. NOTE REL. COMP. YO. DATE l.DCATIoN SOIL TRACT ELEVATION x pcf X TYPE
110 2-06-86 Lot 54 75-9 250 102 92
111 2-06-86 Lot 55 75-9 251 :z 105 !
112 2-06-86 Lot 53 75-9 247 18 108
ii
H
116 2-06-86 Lot 49 75-9 238 21 101 91 N
117 2-06-86 Lot 50 75-9 239' 101 118 2-06-86 Lot 49 75-9 241 23 ;: ri
119 2-06-86 Lot 50 75-9 241 ll’“o 93 K
120 2-06-86 Lot 50 75-9 243
::
97 87 N
120 r 2-06-86 Lot 50 121 2-06-86 Lot 48 :s 243 238 ;: 100 102 ii :
121 r 2-06-86 Lot 48 75-9 238 19 107 92
129 2-06-86 Lot 48 75-9 240 20 101
E
130 2-06-86 Lot 49 75-9 244 101 if
131 2-06-86 Lot 51 15-9 245 2 104 90 :
132 2-01-86 Lot 47 75-9 238 18 109 94 E
133 2-07-86 Lot 50 75-9 246 103 134 2-07-86 Lot 49 15-9 246 ;: 93 ii Fi
135 2-07-86 Sftio Baya 75-9 243 107 92 136 2-07-86 Lot 48 75-9 242 :i 104 z: E
137 2-07-86 Lot 47 75-9 241 103 138 2-07-86 Lot 48 15-9 245. 3 107 92 F
139 2-O/-86 Lot 46 75-9 242 20 100 140 2-01-86 Sitio Baya 75-9 247 :: 108 ;; Ii 141 2-07-86 Lot 47 15-9 244
144 2-07-86 Lot 46 15-g 245 18
1:: 92 I
90 E
145 2-01-86 Lot 47 75-9 248 20 100 N
146 2-07-86 Lot 48 75-9 247 101
;7
N
151 2-07-86 Lot 46 75-9 247
:i
96 93 M
-. ~--
Anden ThBLEI W.O. 1343
SUBMARY DF FIELD DENSITY TEST RESULTS
lEST MOISTURE DRY DEN. SOIL YO. NDTE DATE LOCATIOn TRACT ELEVATION X pcf RR*%conp- TYPE
154 2-10-86 Lot 48 75-9 249 24 97 87 I3 155 2-10-86 Lot 46 75-9 249 20 1; ii: E 156 2-10-86 Sitio Baya 75-9 246 16 K 154 r 2-10-86 Lot 48 75-9 249. 21 100 90 N 155 r 2-10-86 Lot 46 75-9 249 ~'- E 157 2-10-86 Lot 49 - 75-9 248
:i ;;;L ii:
158 2-10-86 Lot 47 75-9 250 109 92 K”
159 2-10-86 Lot 47 75-9 251
::
105 91 160 2-10-86 Lot 45 .75-g 245~ 106
E 161 2-10-86 Lot 48 75-9 251 :i 104 i: N 162 2-10-86 Lot 46 75-9 250 110 95 E 163 2-10-86 ::: :: 75-9 253 :; 110 K 164 2-10-86 75-9 243 108 ;i
E 165 2-10-86 Lot 46 75-9 252~
:i
102 92 N
183 2-11-86 Lot 59 75-9 274 19 101 184 2-11-86 Lot 60 75-9 281 20 103 9": Fi 185 2-11-86 Lot 64 75-9 276 106 H 186 2-11-86 Lot 62 75-9 280 :7 106 2
K
187 2-11-86 Lot 61 75-9 282 102 91 188 2-11-86 Lot 60 75-9 277 ;i 102 91 : 189 2-11-86 Lot 44 adj. Lot 62 75-9 283. 21 102 92 L 190 2-11-86 Lot 63 15-9 279 101 90 H
191 2-11-86 Lot 61 75-9 286
;fi
102 92 192 2-11-86 Lot 63 75-9 282 :: 104 : 198 2-11-86 Sitio Baya 75-9 251 113 ii K 199 2-11-86 Lot 64 75-9 275 20 100 90 L
200 2-12-86 Lot 64 75-9 283 27 93 90 M 201 2-12-86 Lot 62 75-9 285 26 93 90 M
-.
,
Anden TA&E I
SUIMARY OF FIELD DENSITY TEST RESULTS
TEST NO. NOTE DATE MOISTURE LOCATION TRACT DRY DEN. ELEVATION REL. CONP. SOIL x Pccf x TYPE
202 2-12-66 Lot 44 adj. Lot 63 75-9 285
203 2-12-86 Lot 60 75-9 280 ;Li ii ii :
204 2-12-86 Terraza Disoma 75-9 284 22 102 92 N
205 2-12-86 Lot 63 75-9 .2f34 105 91 E
206 2-12-86 Lot 62 75-9 287 ;i 92 I
209 2-12-86 Lot 61 75-9 287
1:: :: 91 N
210 2-12-86 Lot 62 75-9 289 101 91
211 2-12-86 Lot 63 75-9 290 109 91 Y
212 2-12-86 Lot 44 adj. Lot 66 75-9 249
:i
103
,213 2-12-86 Lot 61 75-9 288 10 110 ;: :
214 2-12-86 Lot 44 adj. Lot 65 ;z-; 254 21 107 L
215 2-12-S Terraza Disoma
7519
285 26 93 ;: M
216 2-12-86 Lot 64 281 M
217 2-12-86 Lot 44 adj. Lot 66 75-9 252
;z 1:: ii
218 2-12-86 Lot 44 adj. Lot 65 75-9 256 102 Yd
219 2-12-86 Lot 44 adj. Lot 66 75-9 259 :: 116 ;: 220 2-12-86 Lot 44 adj. Lot 65 75-9 272 27 93 90 4
259 3-01-86 Lot 44 adj. Lot 64 75-9 285 102 8
260 3-01-86 Lot 44 adj. Lot 65 75-9 262 :i 106 ii K
261 3-01-86 Lot 44 adj. Lot 64 75-9 272 19 107 91 262 3-01-86 Terraza Disoma 75-9 289 17 109 92 I!
263 3-03-S Lot 44 adj. Lot 65 75-9 269 102 92 N
264 3-03-86 Lot 44 adj. Lot 66 75-9 261
:Fl 100 N
265 3-03-86 Lot 139 75-9 245 101 iFi H
267 3-03-86 Lot 45 75-9 246
::
108 A
268 3-03-86 Lot 46 75-9 252 109
ii
269 3-03-86 Lot 139 75-9 249 :: * 111 94 K”
270 3-03-86 Lot 46 75-9 254 22 94 91 M
-_
Anden TABLE1
SUbMARY DF FIELD DERSITY TEST RESULTS
1 1
W.O. 1343
TEST WSTURE NO. NOTE DATE LOCATION DRY DEN. TRACT SOIL ELEVATION x pcf R~*XCOMP. TYPE
271 3-03-86 Lot 47 75-9 253
272 3-03-86 Terraza Disoma 75-9 251 ;: it ii M. I
273 3-03-86 Lot 45 75-9 248
272 r 3-03-86 Lot 139 75-9 251
:; 1091: 9’: I
I
274 3-04-86 Lot 47 75-9 254 97 I
275 3-04-86 Lot 46 75-9 254
2 ii: I
276 3-04-86 Lot 45 75-9 250 20
ii: I
277 3-04-86 Lot 139 75-9 250 :': 109 iii G 280 3-04-86 Sitio Baya 75-9. 256 101
281 3-04-86 Lot 45 75-9 252
ii: F
F
283 3-04-86 Terraza Disoma 75-9 255
:: 1:; 90 ;~
285 3-05-86 Sitio 8aya 75A9 254 14 110 92 J
286 3-05-86 Lot 48 75-9 251 :i 104 H
287 3-05-86 Lot 139 75-9 253 109 ;; K
288 3-05-86 Lot 44 adj. 65 75-9 264 22 100 90 L
289 3-06-86 Lot 45 75-9 254 M
290 3-06-86 Lot 139 75-9 255
:'B 1:: ;i
B
310 3-07-86 Lot 45 75-9 256
311 3-07-86 Lot 139 75-9 257
;: 10’: ;: M
312 3-07-86 Lot 46 75-9 256 20 102 91 Ii
313 3-07-86 Terraza Disoma 75-9 258 97 M
314 3-07-86 Lot 139 75-9 259
;i ;:
M
315 3-07-86 Sitio Baya 75-9 258 22 1:: 90 L
316 3-08-86 Lot 44 adj. Lot 66 75-9 266 116 317 3-08-86 Lot 44 adj. Lot 65 75-9 268 :: 115 El i
I
-_ --- /
lEST
ND. NOTE
319
320
321 323 323 r
324
325 326 327 328
337 338 339 340 341 342
343
344 345
346
347
348
349
350 351
352 353 354
DATE LOCATION TRACT aEVATION
3-08-86
3-08-86 3-08-86
3-08-86
3-08-86 3-08-86 3-08-86 3-08-86 3-08-86 3-08-86
3-25-86
3-25-86 3-25-86
3-25-86 3-25-86 3-25-86 3-25-86 3-25-86 3-25-86 3-25-86
Lot 139 75-9
Lot 45 75-9 Lot 45 75-9
Lot 139 75-9
Lot 139 75-9
Lot 44 adj. Lot 65 75-9 Lot 65 75-9
Lot 44 adj. Lot 66 75-9
Sitio Baya, 75-9
Lot 44 adj. Lot 66 75-9
Lot 44 adj. Lot 66. 75-9
Lot 65 75-9
Lot 44 adj. Lot 64 75-9
Lot 44 adj. Lot 65 75-9 Lot 44 adj. Lot 66 75-9 Lot 44 adj. Lot 65 75-9 Lot 64 75-9 Lot 64 75-9 'Lot 65 75-9
Lot 65 75-9
3-26-86 Lot 44 adj. Lot 65 75-9 3-26-86 Lot'44 adj. Lot 66 75-9 3-26-86 Lot 65 75-9 3-26-86 Lot 65 75-9 3-26-86 Lot 64 75-9
3-26:86 Terraza Disoma 75-9 3-26-86 Lot 62 75-9 3-26-86 Lot 63 75-9
TABLE1 I
SUMARY OF FIELD DENSITY TEST RESULTS
260
259 261
261
,261 . 270 274 272
250 275
277
275 278
279 279 280 283 281 281 282
SE 283 287 286 290 291 291
MOISTURE DRY DEN. x pcf
:: :i :6” 14
:; 14
15
::
:i
12 16 9
::
::
:z
13
:: 12
104
101 102 102
105
112 113 106 104 111
113 116
116
115 111
117
107 111
111
107
108
105 104 110
107 103 107 107
W.O. 1343
“.L”“‘*
;;I ;:
90
i:
91
ifi:
91
9’:
zi
95
91 90
90
92
93
91 94
;: 93 91 91
SOIL TYPE
N. .N
i Q R R E
F1
R
i
R R
F~
R"
t
A A B J A
t! K
Anden I TABLE I W.O. 1343
SUlWARY OF FIELD DENSITY TEST RESULTSz
TEST CY)ISTURE DRY DEN. SOIL NO. NOTE DATE LOCATION TRACT ELEVATION s wf RR-Fp* TYPE
355 3-26-86 Lot 65 75-9 285 9 111 356 3-26-86 Lot 44 adj. Lot'66 75-9 287 :i 108 ii i
357 3-26-86 Lot 44 adj. Lot 65 75-9 286 109 92 K
358 3-27-86 Lot 66 75-9 287. 101 91 B 359 3-27-86 Terraza Disoma 75-9 291 :: 108 360 3-27-86 Lot 64 75-9 288 :: 107 ;z i 361 3-27-86 Lot 44 adj. Lot 83 75-9 279 111 R
362 3-27-86 Lot 44 adj. Lot 84 75-9 281’ 112
E
R
363 3-27-86 Lot 44 adj. Lot 85 75-9 286
::
116 364 3-27-86 Lot 44 adj. Lot 64 75-9 283 111 9’: Li
365 3-27-86 Lot 44 adj. Lot 83 75-9 ,285 :: 112 91 366 3-27-86 Lot 44 adj..Lot 84 75-9 288 14 115 93 i
367 0.~. 3-28-86 Lot 44 adj. a4 75-9 289 :: dense R 368 3-28-86 Lot 44 adj. a3 75-9 291 112 91 R
369 0.~. 3-28-86 Lot 44 adj. a4 75-9 293 dense R 370 3-28-86 Lot 65 75-9 289 :: 102
371 3-28-86 Lot 44 adj. a4 75-9 298 ::: 112
;: H
372 3-28-86 Lot 44 adj. 83 75-9 300 111 90 i
373 3-29-86 Lot 44 adj. 83 75-9 302 105 a5 373 r 3-29-86 Lot 44 adj. a3 75-9 :i 113 R" 374 3-29-86 Lot 44 adj. 88 75-9 E,' '116 ;: R 375 3&29-86 Lot 44 adj. 02 75-9 305 :“B 111
376' 3-29436 Lot 44 adj. a4 75-9 305 :: 117
;i R
R
377 3-29-86 Lot 44 adj. 85 75-9 304 116 378 3-29-86 Lot 44 adj. 85 75-9 307 15 113 ;; i!
/ I /
Anden TABLE1 W.O. 1343
SUMARY OF FIELD DENSITY TEST RESULTS
TEST HHSTURE NO. NOTE DATE LOCATION DRY DEN. TRACT SOIL ELEVATION x wf m*%coMp* TYPE
382 3-31-86 Lot 44 adj. Lot 83 75-9 308 115 R 383 3-31-86 Lot 44 adj. Lot 84 75-9 309 :i 111 ii R 384 3-31-86 Lot 44 adj. Lot 85 75-9 310 12 111 R
387 3-31-86 Lot 44 adj. aa 75-9 306: 11 115
z
R
388 3-31-86 Lot 44 adj. 83 75-9 310 112 91 389 3-31-86 Lot 44 adj. 90 75-9 287 :: 112 91 i
390 3-31-86 Lot 44 adj. 89 75-9 288 117 95
391 3-31-86 Lot 44 adj. 90 75-9, 290
::
120
t
392 3-31-86 Lot 44 adj. a9 ~75-9 291 123 ;: 393 3-31-86 Lot 44 adj. 90 75-9 292 :5 115 a7 s
393 r 3-31-86 Lot 44 adj. 90 75-9 292 10 120 91 s
395 4-01-86 Lot 44 adj. 91 75-9 294 120 91
396 4-01-86 Lot 44 adj. 90 75-9 297 :: 120 z
397 4-01-86 Lot 44 adj. 89 75-9 298 114
it
397 r 4-01-86 Lot 44 adj. a9 75-9 298 :i 124 94 ;
398 4-01-86 Lot 44 adj. 91 75-9 300 :: 115 93 405 4-01-86 Lot 44 adj. 90 75-9 303 125 95 E
406 4-01-86 Lot 63 75-9 293 106 90 407 4-01-86 Lot 64 75-9 291 :: 99 91 F
408 4-01-86 Lot 44 adj. a9 75-9 306 12 120 91 S
409 4-02-86 Lot 44 adj. 90 75-9 306' 11 123 93 S
431 4-03-86 Lot 44 adj. Lot 63 75-9 292 15 108 93 ‘A
443 4-04-86 Lot 44 adj. Lot 91 75-9 303 10 125 95 444 4-04-86 Lot 44 adj. Lot 90 75-9 306 14 120 91 s"
445 4-04-86 Lot 44 adj. Lot 66 75-9 309 119 446 4-04-86 Lot 44 adj. Lot a5 75-9 312 :i 119 ii :
TABLE1
SUmARY DF FIELD DENSITY TEST RESULTS
W.O. 1343
rEST ~ISTURE DRY DEN. SOIL SO. NOTE OATE LDCATIDN TRACT ELEVATION x wf RR*%cOHP. TYPE
447 4-04-86 Lot 65 75-9 293 16 110 95 A,
448 4-04-86 Lot 44 adj. Lot 91 75-9 307 12 124 94 s
450 4-05-86 Lot 44 adj. Lot a9 75-9 310 123 451 4-05-86 Lot 44 adj. Lot 90 75-9 309 :: 119 ii : 452 4-05-86 Lot 44 adj. Lot 83 75-9 311 113 91
453 4-05-86 Lot 44 adj. Lot a5 75-9 314 :: 119 90 t
454 4-05-86 Lot 44 adj. Lot 84 75-9 313 114 455 4-05-86 Lot 44 adj. Lot 92 75-9 300 :: 123 z: t 456 4-05-86 Lot 44 adj. Lot a2 75-9 307 120 91
457 4-05-86 Lot 44 adj. Lot 92 75-9 297 :i 120 91 ;
458 4-07-86 Lot 44 adj. Lot al 75-9 308 114 459 4-07-86 Lot 44 adj. Lot a2 75-9 311 :: 111 9’: i
514 4-12-86 Lot 44 adj. Lot a2 75-9 311 114 R
515 4-12-86 Lot 44 adj. Lot al 75-9 314
::
111
ii;
R 516 4-12-86 Lot 44 adj. Lot 82 75-9 313 114 517 4-12-86 Lot 44 adj. Lot 84 75-9 316 :: 117 ;: R 4
518 4-12-86 Lot 44 adj. Lot 93 75-9 305 7 120 91 S
547 4-15-86 Lot 57 75-9 257 101 90 H
548 4-15-86 Lot 44 adj. Lot 59 75-9 z
;:
104 549 4-15-86 Lot 58 75-9 20 106 ;: ; 550 4-15-86 Lot 44 adj. Lot 59 75-9 260 19 102 91 H
573 4-18-86 Lot 44 adj. Lot 91 75-9 300 10 124 94 5
586 4-19-86 Lot 44 adj. Lot 89 75-9 312 116 587 4-19-86 Lot 44 adj. Lot 83 75-9 314 :i 121 ;; s"
1 /
Anden TABLE I W.O. 1343
SUWARY OF FIELD DENSITY TEST RESULTS
. ,
lEST MIISTURE DRY DEN. SOIL 10. NOTE DATE LOCATION TRACT ELEVATION x Pcf m*%coHp* TYPE
-
594 4-21-86 Lot 44 adj. 93 75-9 307 111 90 R,
595 4-21-86 Lot 44 adj. 93 75-9 304 :: 116 R
596 4-21-86 Lot 44 adj. 92 75-9 305 13 115 ii; 600 4-21-86 Lot 44 adj. 91 75-9 310 9 119 90 E
601 4-22-86 Lot 55 75-9 252 2b 104 94 602 4-22-86 Lot 56 75-9 254 :;i 102 91 !
603 4-22-86 Lot 57 75-9 257 101 N
604 4-22-86 Lot 56 75-9 256 102
2
H
605 4-22-86 Lot 55 75-9 254
:i
103 H
606 4-22-86 Lot 44 adj. 93 75-9 305 120 ;:
s
607 4-22-86 Lot 44 adj. 92 75-9 311 :i 119 90 608 4-22-86 Lot 44 adj. 89 75-9 316 1:. 119 90 z
612 4-22-86 Lot 44 adj. 92 75-9 307 124 s
613 4-22-86 Lot 44 adj. 90 75-9 313 12 111
;i
R
619 4-23-86 Lot 44 adj. Lot 92 75-9 309 112 91 620 4-23-86 Lot 44 adj. Lot 91 75-9 312 :: 114 92 i
621 4-23-86 Lot 44 adj. Lot 89 75-9 313 :i 124 94 622 4-23-86 Lot 44 adj. Lot 88 75-9 315 123 :
623 4-23-86 Lot 44 adj. Lot 82 75-9 319 13 105 '9: 0
624 4-23-86 Lot 44 adj. Lot 83 75-9 322 13 107 92 0
631 4-24-86 Lot 44 adj. I32 75-9 323 112 91 R
632 4-24-86 Lot-~44 adj. 85 75-9 325
:; 116 94 R
633 4-24-86 Lot 44 adj. 86 75-9 328
634 4-24-86 Lot a4 75-9 324
:: 107 92 P
100 81 R,
634 r 4-24-86 Lot 84 75-9 324 111 90 R
635 4-24-86 Lot 44 adj. I39 75-9 318 :z 107 91 K
636 4-24-86 Lot 44 adj. a5 75-9 330 13 111 90 R
-.
Anden TABLE1 W.O. 1343
TEST NO, NOTE
641 4-25-86
642 4-25-86
643 4-25-86
648 4-25-86
649 4-25-86
650 4-25-86
651 652 653 654 655 656 657
662
663
667
668
669
670 671
672 673 674 675 676 677
678 678 r
4-20-86
4-28-86
4-28-86
4-28-86
4-28-86
4-28-86
4-28-86
4-28-a
4-28-86 4-28-86
4-28-86 4-28-86 4-28-86 4-28-86
4-29-86
4-29-86
4-29-86
4-29-86
4-29-85
4-29-86
4-29-86 4-29-86
SUMARY OF FIELD DENSITY TEST RESULTS
DATE I LOCATION TRACT ELEVATION
Lot 57 75-9 Lot 58 75-9
Lot 57 75-9
Lot 44 adj. 59 75-9
Lot 58 75-9 Lot 59 75-9
Lot 57 75-9~
Lot 44 adj. Lot 60 .75-g
Lot 58 75-9
Lot 58 75-9
Lot 58 75-9
Lot 59 75-9
Lot 59 75-9
Calle Gavanzo 75-9
Lot 51 75-9 Lot 44 adj. Lot 59 75-9 Lot 60 75-9 Lot 59 15-9 Lot 44 adj. 94 75-9
Lot 44 adj. 91 75-9
Lot 62 75-9
Lot 63 75-9
Lot 61 75-9
Lot 62 15-9
Lot 66 75-9
Lot 65 75-9
Lot 63 75-9
Lot 63 75-9
260
263
265 268. 267 269
269
271
270
271
274
275
274
304 299 275 279 277
316
314
292
295
288
294 293
296 297 297
HDISTURE DRY DEN. x Pcf
17 ia
15
:"7
19
21 19
;z
::.
20
:z
22
2
::
20
3
;:I 20
19
ia
103 105
100
105
108
104
102 101 94
1::
1:
115
106
10’:
103
112
114
103 103 103
103
1:;
10968
RR*%coMp-
92 93
90
;6”
92
ii 91
94 92
2
ii:
;:
92
i:
92
i:
92
90
:3
94
SOIL TYPE
ii
;
H H H
N
I/ M
iI
K"
Q M
i
i!
H N
i M
H
H
H
Anden TABLE I W.O. 1343
TEST NO. NOTE
679 4-29-81
680 4-29-81
681 4-29-a(
682 4-294
683 4-29-81
693 4-294
694 695 695 r
696 697 698
699 700
700 r
701 702 703 712 713
4-30-a(
;:g;
4-30-8l 4-30-Q 4-30-B 4-30-8l 4-30-81 4-30-81
4-30-8l 4-30-81 4-30-8l
4-30-B
4-30-81
714 715 716 717
736 5-02-at 737 5-02-81 738 5-02-a(
DATE
5-oi-a( 5-01-81 5-01-81
5-Ol-8t
SUMIARY OF FIELD DENSITY TEST RESULTS
LDCATIffl TRACT ELEVATION
Lot 65 75-9 Terraza Oisoma 75-9 Lot 66 75.-g
Lot 64 75-9
Lot 64 75-9 Lot 44 adj. 94 75-9
Lot 64 75-9~ Lot 65 .75-g Lot 65 75-9 Terraza Disoma 75-9 Lot 64 75-9 Lot 66 75-9 Lot 65 75-9 Lot 66 75-9
Lot 66 75-9
Lot 65 75-9 Lot 66 75-9 Lot 66 75-9
Lot 44 adj. Lot 93 75-9 Lot 44 adj. Lot 92 75-9
Lot 65 75-9 Lot 66 75-9 Lot 66 75-9 Lot 66 75-9
Lot 44 adj. Lot 93 75-9 Lot 44 adj. Lot 91 75-9 Lot 44 adj. Lot 89 75-9
iii
296
295.
299 319
301 300, 300 288 303 298
302 301
301
304 302 300 320 318
303 302 304 305
321 323 322
MSTURE DRY DEN.
X pcf
:6” 21
:i
10
ia
:;
El 17
21 21
:I:
21
:: 15
:i ia 17
14
::
102 109
101
103 102 114
105
1::
1:: 106
102
1:;
106 101 105 111 115
108 102 102 101
114 112 112
m*%cOMP.
91
95 90
92 91 92
93
ii
i: 94
91
z
iFi
;i 93
2 91 90
92
;:
SOIL TYPE
;
H
H
H
R
z
H
M H
H
H"
H
Li
I:
R
H
H
!I
R
i
Anden TABLE1 W.O. 1343
SUMIARY OF FIELD DENSITY TEST RESULTS
TEST NO. NOTE DATE MOISTURE LOCATION DRY DEN. TRACT SOIL ELEVATION X pcf EL l Xcmp* TYPE
739 5-02-86 Lot 44 adj. Lot 83 75-9 327 ::
116 ;; R.
744 5-02-86 Lot 84 75-9 328 110 J
753 5-02-86 Lot 134 75-9 306 121 94 v
756 5-02-86 Lot 134 75-9 308
:i
116 90 V
757 5-03-86 Lot 134 75-9 310
760 5-03-86 Lot 134 75-9 313
:; 116 V
100
zi B
762 O.P. 5-03-86 Lot 133 75-9 315 dense U
764 5-03-86 ,Lot 134 75-9 319 :z 106 91 A
766 5-05-86 Lot 134 75-9 320 :i 111 ;: (1
767 5-05-86 Lot 134 :"5-'9~ 321 120 v
770 5-05-86 Lot 134 7519 324 108 90 J
772 O.P. 5-05-86 Lot 134 327
:: v dense
794 r.g. 5-06-86 Lot 54 75-9 (251.6) 14 105 H
795 r.g. 5-06-86 Lot 56 75-9 (257.7) 8 108
;i 3
796 r.g. 5-06786 Lot 52 75-9 (246.7) 106 L
797
r.g.
5-06-86 Lot 66 75-9
::
103
i:
798 r.g. 5-06-86 Lot 64 75-9 I:E; . 14 101 90 ;
816 5-07-86 Lot 44 adj. 98 75-9 351 11 120 al7 5-07-86 Lot 44 adj. 97 75-9
818 5-07-86 Lot 44 adj. 95 75-9
::;: 9 125 i: i
120 V
819 5-07-86 Lot 44 adj. 90 75-9 326
::
121
ii
820 5-07-86 Lot,44 adj. 89 75-9 328 :; 116 90 YJ
a21 5-07-86 Lot 44 adj. 92 75-9 323 116 V
822 5-07-86 Lot 44 adj. 93 75-9 329 109 ii! J
a23 5-07-s Lot 44 adj. 91 75-9 329
:i 104 a7 J
824 O.P. 5-07-86 Lot 44 adj. 90 75-9 331 14 dense V
-. I
Anden TABLE1 W.O. 1343
SUMARY OF FIELD DENSITY TEST RESULTS
TEST MOISTiRE DRY DEN. NO. NOTE DATE LOCATION TRACT SOIL ELEVATION X Pcf ms%cOMp. TYPE
823 r 5-07-86 Lot 44 adj. 91 75-9 329 111 93 J 836 O.P. 5-07-86 Lot 44 adj..Lot 88 75-9 ‘333 :: dense V
846 5-08-86 Lot 44 adj. Lot 96 75-9 335 110 J
847 5-08-86 Lot 44 adj. Lot 93 75-9 :zi :i 112 ii: V
847 r 5-08-86 Lot 44 adj. Lot 93 75-9 119 a48 5-08-86 Lot 44 adj. Lot 86 75-9 336 :: 116 ifi v”
849 O.P. 5-08-86 Lot 44 adj. Lot 91 75-9 334 14 dense
850 5-08-86 Lot 44 adj~. Lot 99 75-9 353 9 126 :
851 5-08-86 Lot 44 adj. Lot 98 75-9 343 111
;2
K
852 5-08-86 Lot 44 adj. Lot 94 75-9 334 :: 104 K
a52 r 5-08-86 Lot 44 adj. Lot 94. 75-9 334 15 107
i;
K
a53 5-08-86 Lot 44 adj. Lot 96 75-9 343 10 120 93 V
857. 5-09-86 Lot 44 adj. Lot 93 75-9 337 120 93 V
858 5-09-86 Lot 44 adj. Lot 91 75-9 338
::
121 a59 5-09-86 Lot 44 adj. Lot aa 75-9 338 11 121 i: 1: 860 5-09-86 Lot 44 adj. Lot 92 75-9 ‘341 109 91 J 861 5-09-86 Lot 44 adj. Lot a9 75-9 340 :i 121 94 V
864 5-09-86 Lot 44 adj. Lot 95 75-9 340 120 865 5-09-86 Lot 44 adj. Lot 98 75-9 345 :; 108 ;i : 870 5-09-86 Lot 44 adj. a9 75-9 343 10 108 J a71 5-09-86 Lot 44 adj. 91 75-9 116 izl
V
872 5-09-86 Lot 44 adj. 94 75-9
ii: :;
111 93 J
873 O.P. 5-12-86 Lot 44 adj. 90 75-9 347 dense s
a74 O.P. 5-12-86 Lot 44 adj. 92 75-9 348 :i dense V
a75 O.P. 5-12-86 Lot 44 adj. 95 75-9 347 dense S
876 5-12-86 Lot 44 adj. 92 75-9. 348
:i
110 92 J a77 5-12-86 Lot 44 adj. 89 75-9 350 16 103 93 B
-. --
/ /
Anden TABLE I W.O. 1343
SUbMARY OF FIELD DENSiTY ~TEST RESULTS
lEST MOISTURE DRY DEN. 10. NOTE DATE LOCATION SOIL TRACT ELEVATION X Pcf RR.%cOMP. TYPE
881 5-12-86 Lot 44 adj. 86 75-9 345 117 V~
882 5-12-86 Lot 44 adj. 90 75-9 351 :i 108 ii J
883 5-12-86 Lot 44 adj. 93 75-9 351 101 884 5-12-86 Lot 44 adj. a2 75-9 326 ::: 111 ii: ;
885 5-12-86 Lot 44 adj. 84 75-9 328 :; 110 J
886 5-12-86 Lot 44 adj. 96 75-9 349 120 2
887 5-12-86 Lot 82 75-9 331 11 109 91 1
888 5-12-86 Lot a3 75-9 332 102 92 889 O.P. 5-12-86 Lot 44 adj. 88 75-9 352 :: dense s"
a90 5-12-86 Lot 94 75-9 349 121 94 V
891 O.P. 5-12-86 Lot 95 75-9 350
:: dense V
898 5-13-86 Lot a5 75-9 333 119 V
899 5-13-86 Lot 44 adj. Lot 84 75-9 334
::~
101
El H
900 O.P. 5-13-86 Lot 93 75-9 351 dense V
901 O.P. 5-13-86 Lot 44 adj. Lot 91 75-9 350 :: dense S
902 5-13-86 Lot 92 75-9 353 10 122 95 V
903 5-13-86 Lot 95 75-9 353 :i 116 ii V
904 5-13-86 Lot 44 adj. Lot 94 75-9 354 105 .H
905 5-13-86 Lot 44 adj. Lot 89 75-9 353 106 H
906 5-13-86 Lot a2 75-9 335
::
100
;i
907 5-13-86 Lot 90 75-9 350 9 119 90 s”
908 5-13-86 Lot a3 75-9 103 B
909 5-13-86 Lot 93 75-9 :z :: 117 ;:
910 O.P. 5-13-86 Lot 91 75-9 352 dense ;
917 5-13-86 Lot 134 75-9 334
::
105 91 918 5-13-86 Lot 134 75-9 334 19 99 96 k-i
923 5-14-86 Lot 94 75-9 356 11 ii8
924 5-14-86 Lot 92 75-9 354 12 121 z: i
Anden TABLE I W.O. 1343
SUMARY OF FIELD DERSITY TEST RESULTS
lEST NO. NOTE DATE LOCATION TRACT ELEVATION WISTURE DRY DEN. X pcf RR*%coNp. SOIL TYPE
925
926 927 928
929
930
931
930 r
931 r
932 933 934 r
938
938 r
939
940 941
942
943
944
945
946
947
948 949
950
951
952
953
0.P
0.P
5-14-S
5-14-86 5-14-86 5-14-86
5-14-86
5-14-86 5-14-86 5-14-86 5-14-86 5-14-86 5-14-86 5-14-86
5-14-86 5-14-86
5-14-86
5-14-86
5-14-86
5-15-86 5-15-86
5-15-86
5-15-86
5-15-86
5-15-86
5-15-86
5-15-86
5-15-a
5-15-86
5-15-86
5-15-86
Lot 44 adj. 93 75-9 Lot 90 75-9 Lot 44 adj. Lot a3 75-9 Lot 44 adj. Lot 81 75-9
Lot 44 adj. Lot 81 75-9
Lot 44 adj. Lot al 75-9
Lot a2 75-9 Lot 44 adj. Lot 81 75-9 Lot 82 75-9
Lot 89 75-9
Lot 44 adj. Lot 90 75-9
Lot 41 75-9
Lot 84 75-9
Lot 84 75-9
Lot 88 75-9 Lot 44 adj. Lot 92 75-9
Lot 44 adj. Lot 95 75-9
Lot 44 adj. Lot 85 75-9
Lot 44 adj. Lot 84 75-9
Lot a5 75-9
Lot a6 75-9
Lot 91 75-9
Lot 93 75-9
Lot 89 75-9
Lot 88 75-9
Lot al 75-9
Lot a3 75-9
Lot 44 adj. Lot 94 75-9 Lot 44 adj. Lot 96 75-9
355 352
336
331
330 333 333 333
333
350
354
343 335
335
349 353
356
337
341 337 344 353 355 352
351 336 337 357
:: 2
19 22
:z
:;
::
25
if'
:;
::
:z
:2" 19
:; ia
ii’
102
103
101
103 100
10’: 107
125
101
105
1:;
119 120
101
103 103 103 102 107
105
102 106 107
106 102
91
dense
;?I
it
a2
90
ii
97
90 90 79
dense
93
tt
V
H
H
!
0
i?
V
;
K"
V
V
H
N
N
N
M
0
!I
H
H
H
H
H
I
/ /
Anden TABLE1 W.O. 1343
SUWRY OF FIELD DENSITY TEST RESULTS
rEST MOISTURE DRY DEN. 90. NOTE DATE SOIL LOCATION TRACT ELEVATION X Pcf RR-%cOHP* TYPE
954 5-15-86 Lot 96 75-9 354 100 90 N.
955 O.P. 5-15-86 Lot 96 75-9 352 :: dense V 956 5-15-86 Lot 44 adj. Lot 85 75-9 340 103 93 N 957 5-15-86 Lot 86 75-9 347 :: 102 N
958 5-15-86 Lot a7 75-9 348 103
9':
959 5-15-86 Lot 95 75-9 359 :: 100 t 960 5-15-86 Lot 92 75-9 ~357 la 101 if N 961 5-15-86 Lot 95 75-9 361 102 92 N
962 5-15-86 Lot 44 adj. Lot 89 75-9 353 :; 101 90 963 5-15-86 Lot 44 adj. Lot 82 :z-; 340 :; 102 91 11
964 5-15-86 Lot 92 7519 360 102 ;: N 965 5-15-86 Lot 94 360 16 103 N 966 5-15-86 Lot 91 75-9 358 103 Ii
967 5-15-86 Lot 93 75-9 361
::.
101
;:
N 968 5-15-86 Lot 90 75-9 357 :: 103 ii; N
969 5-15-86 Lot 95 75-9 363 102 970 5-15-86 Lot 94 75-9 363
971 5-15-86 Lot 44 adj. Lot 97 75-9 354
:i 104 94 ;
109 91 972 5-154 Lot a9 75-9 355 17 101 90 ;1
973 5-16-86 Lot 44 adj. Lot 97 75-9 350 103 92 974 O.P. 5-16-86 Lot 97 75-9 351 :: dense i
975 5-16-86 Lot 44 adj. Lot 98 75-9 la 101 H
976 5-16-86 Lot a5 75-9
ii;
106
ii
H 977 5-16-86 Lot 84 75-9 339 :: 102 91 H 978 5-16-86 Lot a3 75-9 343 105 95 N
979 5-16-86 Lot 85 75-9 346
:6"
106 94 H 980 5-16-86 Lot a3 75-9 339 103 93 N
981 5-16-86 Lot 84 75-9 337 :z 102 982 5-16-86 Lot 84 75-9 345 16 105 ;: ;;
Anden TARLEI
SUIIIIARY OF FIELD DENSITY TEST RESULTS
W.O. 1343
rEST NO. NOTE DATE LOCATION TRACT ELEVATION HO1fi~RE DRY DEN. SOIL
Pcf m*%coHp- TYPE
983 5-16-86 Lot a2 75-9 338 109 H.
984 5-16-86 Lot 44 adj. Lot 99 75-9 354 $ 101 9’: H 985 5-16-86 Lot 99 75-9 355 102 91
986 5-16-86 Lot 99 75-9 356 :6' 101 90 Fl
987 5-16-86 Lot 99 75-9 356 103 988 5-16-86 Lot 44 adj. Lot 98 75-9 ~352 :b' 102 i: H" 989 5-16-86 Lot 44 adj. Lot 98 75-9 354 101 90 H 990 5-16-86 Lot 98 75-9 356 :z 102 91 H
991 5-16-86 44 75-9
.
Lot adj.. Lot 98 356 101 H 992 5-16-86 Lot a3 75-9 :: 103 ;:
993 5-16-86 Lot 97 75-9 iz; 105 93 H"
994 5-16-86 Lot 84 75-9 343
:i
102 91 H
995 5-16-86 Lot 99 75-9 359 13 103 995 r 5-16-86 c Lot 99 75-9 359 13 105 it C
996 5-16-86 Lot 44 adj. Lot 99 75-9 360 107 997 5-16-86 Lot 98 75-9 360 :i \. 104 '.. ;: Ii 998 5-16-86 Lot 93 75-9 364 16 103 92 H
999 5-19-86 Lot 94 75-9 364 1000 5-19-a Lot 92 75-9 362 :", 107 H 106 Ei H
1001 5-19-86 Lot 91 75-9 357 :z 101 91 L 1002 5-19-86 Lot 93 75-9 365 105 91 E
1003 5-19-86 Lot 96 75-9 102 1004 5-19-86 Lot 97 75-9 i:; :9" 102 ii: fl
1005 5-19-86 Lot 98 75-9 359 105 1006 5-19-86 Lot 92 75-9 365 :: 109 ii E”
1007 5-19-86 Lot 94 75-9 367 15 106 94 H
1008 0.~. 5-19-86 Lot 85 75-9 345 dense S
1009 O.P. 5-19-86 Lot 88 75-9 355 :: dense 1010 O.P. 5-19-86 Lot 90 75-9 357 10 dense :
Anden TABLE1 W.O. 1343
SUIMARY OF FIELD DENSITY TEST RESULTS
'EST DRY DEN. REL. COMP. SOIL IO. NOTE DATE LOCATION TRACT ELEVATION HoISTl)RE x wf X TYPE
1011 5-19-86 Lot 93 75-9 367 106 91 1012 5-19-e Lot 81 75-9 338 :: 104 90 E’ 1013 5-19-86 Lot 98 75-9 362 101 90 H
1014 O.P. 5-19-86 Lot 86 75-9 350
::
dense 1015 O.P. 5-19-86 Lot a9 75-9 dense :
1016 5-19-a Lot 44 adj. Lot 97 75-9
~2 :;t
102 H 1017 5-19-86 Lot 44 adj. Lot 98 75-9 363 17 103 ii:
1018 5-19-86 Lot 99 75-9 362 :i 103 “9: i 1021 5-19-86 Lot 44 adj. 88 75-9 357 101 H
1022 5-20-86 Lot a7 75-9 353 15 105 93 H
1023 5-20-86 Lot a3 75-9 102 1024 5-20-86 Lot a2 75-9 ii: :i 102 i: 11 1025 5-20-86 Lot a5 75-9 352 14 101 91 B
1026 5-20-86 Lot aa 75-9 359 117 98 J 1027 5-20-86 Lot a4 75-9 348 :i 116 V 1028 5-20-86 Lot a6 75-9 353 17 111 9”: P 1029 5-20-86 Lot a9 75-9 360 9 117 91 V 1030 5-20-86 Lot 111 75-9 363 103 1031 5-20-86 Lot 107 75-9 365 :i 111 9”: i 1032 5-20-86 Lot 104 75-9 366 13 110 92 3 1033 5-20-86 Lot 110 75-9 363 108 90 J 1034 5-20-86 Lot 106 75-9 365 :: 100 90 B 1035 5-20-86 Lot 105 75-9 366 101 91 6
1036 5-20-86 Lot 109 75-9 365
:i
101 91 1037 5-20-86 Lot a7 75-9 357 :; 102 92 i
1038 5-20-86 Lot 86 75-9 355 116 90 V
1040 5-21-86 Lot 111 : 75-9 364 mrlo’ 1041 5-21-86 Lot 108 75-9 364 :i ' 112 2 :
-.
Anden TABLE1 W.O. 1343
SUMARV OF FIELD DENSITY TEST RESULTS
rEST MDISTURE DRY DEN. SO. NOTE DATE LOCATION SOIL TRACT ELEVATION X! PCf TYPE
I
1042 5-21-86 Lot 106 75-9 367 16 100 90
1043 5-21-86 Lot 104 75-9 367 114 :
1044 5-21-86 Lot 110 75-9 365
:: 107 iFi
1045 5-21-86 Lot 107 J 75-9 366. 110 i
1046 5-21-86 Lot 105 75-9 367
:i
109
;:
1044 r 5-21-86 Lot 110 75-9 365 108 90 ::
1049, 5-21-86 Lot 80 75-9 335
:z
99 77 V
1049 r 5-21-86 Lot 80 75-9 335 117 1050 5-21-86 Lot a2 .75-g :: 116 ;; i
1051 5-21-86 Lot al 75-9
F3: 101 91 B
1052 5-21-86 Lot 83 75-9 347 :: 116 90 V
1053 5-21-86 Lot 81 75-9 340 14 100 B
1054 5-21-86 Lot a2 75-9 344 16 100 9’: 'B
1055 5-21-86 Lot a4 75-9 349 :ii 120 93 V
1056 5-21-86 Lot a5 75-9 353 110 aa U
1056 r 5-21-86 Lot a5 75-9 353 . 121 97
1057 5-21-86 Lot aa 75-9 361 :: 108 Y 1058 5-21-86 Lot 90 75-9 363 :: 108 ii K
1059 5-21-86 Ave Diestro 75-9 342 107 1060 5-21-86 Lot 86 75-9 350 11 113 iFi :
1062 5-22-86 Lot 80 75-9 332. 12 108 90 J
1063 5-22-86 Lot a3 75-9 346 17 102 B 1064 5-22-86 Lot 84 75-9 350 15 106 :'1 P
1065 5-22-86 Lot 83 75-9 348 96 B
1065 r 5-22-86 Lot a3 75-9
::
97
E
B
1065 r 5-22-86 Lot 83 75-9 E 101 91
1066 5-22-86 Lot 86 75-9 356
:i
113 94 J" 1067 5-22-86 Lot a9 75-9 362 107 2
1068 5-22-86 Lot 91 75-9 361
::
107
ii:
K
Anden TARLE I W.O. 1343
SUMARY OF FIELD DENSITY TEST RESULTS
lEST WSTURE DRY DEN.
10. NOTE DATE LOCATION TRACT ELEVATION X SOIL
pcf Fz""* TYPE
I
1069 5-22-86 Lot a4 75-9 352 102 B
1070 5-22-86 Lot 85 75-9 352 102 ‘9; 8
1071 5-22-86 Lot 86 75-9 353
::, 111 K
1072 5-22-86 Lot a7 75-9 355
::
108
ii J
1073 5-22-86 44 adj. 75-9 Lot Lot a5 353 100
1074 5-22-86 Lot aa 75-9 362 :: 100 ii :
1075 5-22-86 Lot 90 75-9 362 14 112 K
1016 5-22-86 Lot a5 75-9 354 17 103
;:
B
1077 5-22-86 Lot 44 adj. Lot 96 75-9 358 15 102 91
1078 5-22-86 Lot 98 75-9 358 15 106 94 !
1080 5-23-86 Lot 95 75-9 362 108 96 H
1081 5-23-86 Lot 44 adj. Lot 88 75-9 362
::
103 92 1082 5-23-86 Lot 86 75-9 354 :: 100 90 ii
1083 5-23-86 Lot aa 75-9 361 101 91 B
1084 5-23-86 Lot 90 75-9 364 15 101 91
1085 5-23-86 Lot 86 75-9 356' 14 101 91 Ei
1086 5-23-86 Lot a9 75-9 362 101 91 B
1087 5-23-86 Lot a7 75-9 356
::
100 90
1091 O.P. 5-23-86 Lot 98 75-9 360 :El dense s"
1092 5-23-86 Lot 96 75-9 362 117 91 V
1093 O.P. 5-23-86 Lot 99 75-9 361 dense S
1094 5-23-86 Lot 97 75-9 362
1; 121 94 V
1109 O.P. 5-27-86 Lot 96 75-9 363 dense S
1110 O.P. 5-27-86 Lot 98 75-5 362 :z dense
1111 5-27-86 Lot 95 75-9 363 13 121 92 z
1112 O.P. 5-27-86 Lot 99 75-9 364 dense
1113 5-27-86 Lot 102 75-9 366
:: 104 i
1114 5-27-86 Lot 97 75-9 365 10 123
ii: S
-.
,
Anden TARE I
SUbMARY OF FIELD DENSITY TEST RESULTS
W.O. 1343
,ST MOISTURE DRY DEN. SOIL I. NOTE DATE LOCATION TRACT ELEVATION x pcf REL.:OMP- TYPE
1115 5-27-86 Lot 101 75-9 367 101 91 8’ 1116 O.P. 5-27-86 Lot 5 75-9 258 :: dense s
1117 O.P. 5-28-86 Lot 100 75-9 365 S dense 1118 5-28-86 Lot 103 75-9 365 :i 103 90 W
1119 O.P. 5-28-86 Lot 96 75-9 364 dense s
1120 5-28-86 Lot 92 75-9 367
::
107
1121 5-28-86 Lot 90 75-9 365 14 103
;: N
1122 5-28-86 Lot 89 75-9 365 9 1122 r 5-28-86 Lot 89 75-9 365 :i
1:: 2
t:
1122 r 5-28-86 Lot 89 75-9 365 103 90 t:
1129 5-28-86 E 2 ‘75-9 367 :i 103 W
1130 5-28-86 75-9 365 103
El
1131 5-28186 Lot 95 75-9 365 14 105 92 w”
1132 5-29-86 Lot 100 75-9 367 103 W
1133 5-29-86 Lot 99 75-9 367
::
103
;o”
1134 5-29-86 Lot 97 75-9 366 l7 105 92 :: 1135 5-29-86 Lot 102 75-9 368 :: I 102 89 W
1135 r 5-29-86 Lot 102 75-9 368 104 W 1136 5-29-86 Lot 98 75-9 367 1137 5-29-86 Lot 95 75-9 367 :: 103 ;i w 103 W
1138 5-29-86 Lot 103 75-9 368 106
ii:
1139 5-29-86 Lot 101 75-9 368 :: 104 t:
1140 5-29-86 Lot 96 75-9 368 103 ;i
1141 5-29-86 Lot 100 75-9 369 :z 103 90 w”
1148 5-30-86 Lot 97 75-9 369 16 105 'rJ
1149 5-30-86 Lot 99 75-9 369 108
;:
J 1150 5-30-86 Lot 100 75-9 369 :: 108 95 W
I /
Anden TABLEI W.O. 1343
SUbNARY OF FIELD DENSITY TEST RESULTS
rEST
10. NOTE l- DATE LOCATION TRACT ELEVATION
1151
1152
1153 1154
1173 6-02-86 1176 6-02-86 1176 r 6-02-86
1203 r.g. 6-03-86 1204,r.Q. 6-03-86 1205 r.g. 6-03-86
1213 s 6-04-86 1214 s 6-04-86
1215 s 6-04-86
1216 s 6-04-86 1217 s 6-04-86
1218 s 6-04-86 1219 s 6-04-S
1220 s 6-04-86
1238 r.g. 1239 r.g.
E r-g*
5-30-86 Lot 88 75-9 362
S-30-86 Lot 98 75-9 369
5-30-86 Lot 96 75-9 369 5-30-86 Lot 109 75-9 ,366 .
Lot 87 75-9 Lot 88 75-9 Lot 88 75-9
Lot 95 75-9 Lot 93 75-9 Lot 91 75-9
363 364 364
I%$ (367:5)
Lot 61 75-9 Lot 59 75-9 Lot 58 75-9 Lot 44 adj. Lot 66 75-9 Lot 44 adj. Lot 64 75-9
Lot 44 adj. Lot 63 75-9 Lot 44 adj. Lot 60 75-9
Lot 44 adj. Lot 61 75-9
Lot 97 75-9
Lot 99 75-9
Lot 100 75-9
Lot 101 75-9
294 281 275 292 277 285 267
260
6-05-86
6-05-86
6-05-86 6-05-86
(269.5) (270.5)
(270.0) 269
::
111
104
15 104
14 106
:: 103
14 1;
2 107 108 14 104
14 102
:"B 106
106
:; 101 104
:: 107 105 17 105
; I REI
97
91
91 93
90
ii
g
91 94
95 90 90
91 93
93
ii;
92 96
/ i 1
I Anden TABLE I W.O. 1343
SUMARY DF FIELD DENSITY TEST RESULTS
TEST
ND.
MOISTURE NOTE DATE LOCATION DRY DEN. TRACT RR-%cw* SOIL aEVATION x pcf TYPE
1301 r.g. 6-09-86 Lot 103 75-9 (369.0) 11 106 93 W 1302 r.g. 6-09-86 Lot 105 75-9 (368.3) 10s 95 W
::i r-g.
6-09-86 Lot 108 75-9 (367.3) :: 108 W
6-09-86 Lot 110 75-9 .366 . 14 107 ii W
1360 6-11-86 Lot 44 adj. 29 75-9 191 21 103 93 L
1387 O.P. 6-13-86 Lot 136 75-9 232 14 dense S
1424 O.P. 6-16-86 Lot 135 75-9 236 12 dense s
1438 O.P. 6-17-S Lot 135 75-9 235 13 dense S
1439 O.P. 6-17-86 Lot 136 75-9 231 12 dense
1440 O.P. 6-17-86 Lot 137 75-9 230 13 dense :
1455 O.P. 6-17-86 Lot 138 75-9 232 15 dense
1456 O.P. 6-17-86
v
Lot 135 75-9 238 15 dense v
1457 O.P. 6-17-86 Lot 137 75-9 234 1467 dense O.P. 6-17-86 Lot 138 75-9 236 :i dense s"
1468 O.P. 6-17-86 Lot 136 75-9 238 14 dense S
1469 O.P. 6-17-86 Lot 135 75-9 241 dense
1485 O.P. 6-17-86 Lot 137 75-9 239 :i dense ii
1486 O.P. 6-17-86 Lot 138 75-9 234 15 dense V
1495 O.P. 6-19-86 Lot 135 75-9 247 12 dense s
1496 O.P. 6-19-86 Lot 138 75-9 237 dense S
1503 O.P. 6-19-86 Lot 136 75-9 246 :; dense s
1507 s 6-20-86 Lot 44 adj. Lot 86 75-9 350 1508 s 6-20-86 Lot 44 adj. Lot 90 75-9 360 :: 10': 9": ; 1509 s 6-20-86 Lot 44 adj. Lot 91 75-9 351 14 96 85 H
-.
Anden
/ /
TABLE I
SUkUARY DF FIELD DENSITY TEST RESULTS
‘EST
0. NOTE
1510 s
1511 s 1512 s
1513 s
1514 s 1515 0-P
1516 0.P 1517 0.P
1530 0.P
1543 s
1552 1558 0.P 1564 r.g. 1565 r.g. 1566 1567 r.g. 1568 s
1584
1589
1596 1597
1599
6-24-86
6-24-86
6-24-86 6-24-86 6-24-86
1601 6-25-86 1602 6-25-86 1603 6-25-86 1604 6-25-86
DATE .DCATION TRACT &EVATIDN
6-20-86
6-20-86 6-20-86
6-20-86
6-20-86
6-20-86
6-20-86
6-20-86
6-20-86
6-21-86
Lot 44 adj. Lot 93 75-9 Lot 44 adj. Lot~95 75-9
Lot 44 adj. Lot 98 75-9
Lot 44 adj. Lot 99 75-9
Lot 99 75-9
Lot 135 75-9
Lot 137 75-9 Lot 138 75-9
Lot 136 75-9.
Lot 44 adj. Lot 83 75-9
6-23-86 Corte Cardo 75-9 6-23-86 Lot 138 75-9 6-23-86 Lot 85 75-9 6-23-86 Lot 83 75-9 6-23-86 Lot 82 75-9 6-23-86 Lot 81 75-9 6-23-86 Lot 44 adj. Lot 83 75-9
Lot 134 75-9
Corte Cardo 75-9 Lot 134 75-9 Corte Cardo 75-9 Lot 134 75-9
Sitio Borde 75-9
Sitio Borde 75-9
Sitio Borde 75-9 Avenida Diestro 75-9
356
365
361
364 362' 250 243 240 249
15
::
::
::
::
106
101
95
1::
345 12 104
298 245
(355.1)
%-8)
%:*4)
14
::.
11'
14 13 16
104
108
105 103 105 97
298 16 106 297 15 104
306 11 120 300 17 102 301 15 105
358
356
360 352
12
11
:i
104 103 103 106
DRY DEN.
pcf
1
W.O. 1343
REL. CDMP. x
:: !I
92 dense
dense dense dense
91
91
dense 95 92 90
E
SOIL TYPE
H H
i
s"
: S
W
W
i
:: W H
Y
W
V
:
W
w w W
Anden TABLE1 W.O. 1343
SUIHARY OF FIELD DENSITY TEST RESULTS
lEST MOISTURE DRY DEN. SOIL 10. NOTE DATE LOCATION TRACT ELEVATION x pcf m*%coHp. TYPE
1605 6-25-86 Avenida Diestro 75-9 352 91
1606 6-25-86 Sitio Borde 75-9 353 :z 2 92 ::
1607 6-25-86 Sitio Borde 75-9 360 105 92 W
1608 6-25-86 Sitio Borde 75-9 358 :i 108 95 W
1609 6-25-86 Sitio Borde 75-9
1610 6-25-86 Sitio Borde 75-9
it :i 112 93 J
104 91 1611 6-25-86 Sitio Borde 75-9 361 :: 104 91 :
1612 6-25-86 Lot 134 75-9 302 103 90 W
1616 6-25-S Lot 134 75-9 304 15 102 91 H
1620 6-26-86 Avenida Oiestro 75-9 352 104 91 W
1622 6-26-86 Avenida Oiestro 75-9 353
2
108 95
1623 6-26-86 Sitio Borde 75-9 358 16 108 95 t:
1624 6-26-86 Sitio Borde 75-9 362 :: 106 93 W
1625 6-26-86 Sitio Borde 75-9 361 107 94 W
1626 6-26-86 Sitio Borde 75-9 359 112 J
1627 6-26-86 Sitio Borde 75-9 361
:: 110 ;s J
1628 6-26-86 Sitio Borde 75-9 362 12 102 89 w
1628 r 6-26-86 Sitio Borde 75-9 362 :; 108 90 1629 6-26-86 Sitio Borde 75-9 363 109 91 :
1630 6-26-86 Sitio Borde 75-9 362 104 w
1631 6-26-86 Sitio Borde 75-9 359
ti
104
2
1633 O.P. 6-26-86 Lot 137 75-9 249 1634 6-26-86 Sitio Borde 75-9 363 :: ( dense F
106 93 W
1636 6-26-86 Lot 134 75-9 306 103 86 J
1636 r 6-26-86 Lot 134 75-9 306
12’
103 90 W
1643 O.P. 6-27-86 Lot 138 75-9 248 dense 1644 O.P. 6-,27-86 Lot 135 75-9 252 :: dense z
1645 6-27-86 Sitio Borde 75-9 364 12 108 90 J
Anden TARLEI W.O. 1343
SUMIARY DF FIELD DENSITY TEST RESULTS
lEST MOISTURE DRY DEN. SOIL 10. NOTE DATE LOCATION TRACT ELEVATION X pcf Ra*%coMp* TYPE
1646 6-27-86 Sitio Borde 75-9 365 106 W'
1647 6-27-86 Sitio Borde 75-9 365 :z 105 ;; W
1648 6-27-86 Sitio Borde 75-9 363 21 101 90 H 1649 6-27-86 Sitio Borde 75-9 361 1 . 111 95 2 1650 6-27-86 Sitio Borde 75-9 363 :z 109 93 2
1651 6-27-86 Sitio Borde 75-9 366 . 16 107 94 1652 6-27-86 Sitio Borde 75-9 365 11 103 90 t:
1653 6-27-86 Avenida Diestro 75-9 354 9 1;: 85 W
1653 r 6-27-86 Avenida Diestro 75-9 354 90 W
1654 6-27-86 Avenida Diestro 75-9 357
:i
104 91 W
1655 O.P. 6-27-86 Lot 136 75-9 254 dense 1656 O.P. 6-27-86 Lot 137 75-9 252 :: dense 5
1658 6-27-86 Lot 134 75-9 308 15. 87 W
1658 r 6-27-86 Lot 134 75-9 308
13
94 1659 6-27-86 Corte Cardo 75-9 307 :: 104 91 ;
1664 O.P. 6-30-86 Lot 138 75-9 253 11 dense S
1665 O.P. 6-30-86 Lot 137 75-9 255 dense 1666 6-30-86 Avenida Diestro 75-9 358 :; 105 92 i
1667 6-30-86 Sitio Borde 75-9 358 13 108 90 1668 6-30-86 Avenida Diestro 75-9 364 106 93 i
1669 6-30-86 Avenida Diestro 75-9 365
::
107 94 1670 6-30-86 Avenida Diestro 75-9 360 105 91 t:
1671 6-30-86 Sitio Borde 75-9 361
::
105 91 1673 O.P. 6-30-86 Lot 137 75-9 256 14 dense F 1674 s 6-30-86 Lot 87 75-9 364 108 95 W 1675 s 6-30-86 Lot 86 75-9 359 :: 103 90 W 1676 6-30-86 Lot 115 75-9 355 18 105 93 Y 1677 6-30-86 Lot 114 75-9 360 102 90 Y 1678 6-30-86 Lot 132 75-9 317 :i 105 92 W
-_
I
Anden
lEST 10. NOTE
1679 6-30-86
1680 6-30-86
1682 6-30-86
1685 6-30-86
1687 16~88 1689
1690
1691
7-01-86
7-01-86
7-01-86 7-01-86 7-01-86 7-01-86 7-01-86 7-01-86 7-01-86
7-01-86
7-01-86
7-01-86
7-01-86
7-01-86
7-01-86
7-01-86 7-01-86 7-01-86 7-01-86
1693 1694
1695
1696 1697 1698
1699 1700 1701
1703 1704 1705 1706
1708
1711
1712
1713 1716
1717
DATE LOCATION TRACT ELEVATION
Lot 134
Lot 133 Lot 134
Lot 116
Sitio Baya
Sitio Baya Lot 116 Lot 115
Lot 117
Lot 114
Avenida Diestro
Avenida Diestro
Lot 117
Lot 116
Lot 115
Avenida Oiestro Lot 117 Lot 116
Lot 134 Lot 133 Lot 134
Corte Cardo
Terraza Oisoma
75-9
75-9
75-9
75-9
75-9
75-9 75-9 75-9
75-9
75-9 75-9
75-9
75-9
75-9
75-9
75-9
75-9
75-9
75-9 75-9 75-9 75-9 75-9
75-9
75-9 75-9
75-9 75-9
310
318
311
353
242.
243 348 356
345 357
349
362
347
350 357
352
348 352
313 319 315
313 238
7-02-86 Lot 133 7-02-86 Lot 117 7-02-86 Lot 116 7-02-86 Lot 115 7-02-86 Lot 116
z:
354 358
355
\ /
TABLE I
SIRMARY DF FIELD DENSITY TEST RESULTS
W.O. 1343
HDIST;IRE DRY DEN. X pcf
17
::
16
2':
:"7
::
::
:i
::
16
::
:i
:i
18
::
::
101
109
105
104
10': 106 102
103
109
109
108
106
102 104
112
106 104
106 101 105
106 100
102
105
103 107 111
REL l Zconps
90 92 92
91
83
90 93 90
90
91
93
95
91
90 92
91
94 92
93 90 92
91
90
91
90
90
zi
SOIL TYPE
H
t:
W
N
H
w Y
W
z W
t
Y
R
!
W H
Y
N
F
;
J
Anden TAKE I W.O. 1343
SUIMARY OF FIELD DENSITY TEST RESULTS
rEST WOISTURE DRY DEN. SOIL
IO. NOTE DATE LOCATION TRACT ELEVATION X Pcf REL.xcoMp* TYPE
1718 7-02-86 Lot 117 75-9 351 101
1719 7-02-86 Lot 133 75-9 350 :: 103 ii t
1720 7-02:86 Avenida Diestro 75-9 372 12 113 90
1721 7-02-86 Avenida Diestro 75-9 ,358 . 108 i
1722 7-02-86 Sitio Borde 75-9 360
:i
101
E
H
1725 7-02-86 Lot 125 75-9 281 102 1726 7-02-86 Lot 127 75-9 282 :: 105 i: 1
1727 7-02-86 Lot 126 75-9 284 105 93 .H
1728 7-02-86 Lot 128 75-9 297 :: 110 J 1729 7-02-86 Lot 124 75-9 292 102 iii Y
1730 7-02-86 Sitio Borde 75-9 '. 361
:4"
105 91
1731 7-02-86 Lot 48 75-9 250 , 100 N”
1732 7-02-86 Terraza Disoma 75-9 242 :: 101 if N
1733 7-02-86 Terraza Disoma 75-9 244 :i 105 ii H
1687 r 7-02-86 Sitio Baya 75-9 242 105 C
1734 7-03-86 Lot 124 75-9 293 :i 105 92 W
.I735 7-03-86 Lot 124 75-9 296 108 90
1736 7-03-86 Lot 128 75-9 299 :It 102 91 y”
1739 7-03-86 Lot 125 75-9 284 109 1740 7-03-86 Lot 126 75-9 286 :i 110 ii: ,' :
1741 7-03-86 Sitio Borde 75-9 361 101 90
1742 7-03-86 Avenida Diestro 75-9 356 1743 7-03-86 Lot 114 75-9 359 :z 101 Ii 105 ~i!i H.
1744 7-03-86 Lot 113 75-9 368 96 85 H
1744 r 7-03-86 Lot 113 75-9 368
:i 101 90
1745 O.P. 7-03-86 Lot 135 75-9 259 10 dense v"
1746 O.P. 7-03-86 Lot 136 75-9 260 9 dense S
1747 7-03-86 Lot 112 75-9 375 101 90 H 1748 7-03-86 Lot 114 75-9 364 :: 106 92 0
Anden TABLE I W.O. 1343
SUMARY OF FIELD DENSITY TEST RESULTS
TEST MDISTURE NO. NOTE DATE DRY DEN. LOCATION TRACT SOIL ELEVATIOR X pcf REL*%coNp. TYPE
1749 7-03-86 Lot 117 75-9 352 105
1750 7-03-S Lot 116 75-9 355 :6’ 102 z: I!
1751 7-03-86 Lot 116 75-9 355 87 H
1751 r 7-03-86 Lot 116 75-9 355 :: 1E 91 H
1752 7-03-86 Lot 115 75-9 ‘358 103 H
1753 7-03-86 Sitio Borde 75-9 360 :i 102 ;:
1754 7-03-a Lot 46 75-9 256 106 94 L
1755 7-03-86 Lot 138 75-9 248
:: 101 90 H
1756 7-03-86 Terraza Disoma 75-9 251 86 H
1756 r 7-03-86 Terraza Disoma 75-9 251 :: 10': 91
1757 7-03-86 Lot 45 75-9 260 101 90 i
1758 7-03-86 Terraza Disoma 75-9 254
:9”
87 N
1758 r 7-03-86 Terraza Disoma 75-9 254 17
1:;
1759 7-03-86 Lot 138 75-9 258 iti Fi
1759 r 7-03-86 Lot 138 258
:: 10’: 93 N
1760 7-03-86 Lot 139
::t
259 17 103 93 N
1761 7-03-86 Lot 138 259 106 94 H
1762
75.19 7-03-86 Lot 139 75-9 261
::
100 90 N
1763 O.P. 7-07-86 Lot 137 75-9 262 dense S
1764 O.P. 7-07-86 Lot 135 75-9 262 :: dense S
1765 7-07-86 Lot 138 75-9 261 110 92 J
1767 s 7-07-86 Lot 44 adj. Lot 59 75-9 265 :: 102 91 H
1768 7-07-86 Lot 50 75-9 (248.0) 103 92 H
1769
r.g.
r.g. 7-07-86 Lot 47 / 75-9
1770 r.g. 7-07-86 Lot 139 75-9 I%;;
:z
100 90
101 90 H”
1771 s 7-07-86 Lot 58 I 75-9 266’ :: 104 H
1773 7-07-86 Lot 135 75-9 261 109
ii;
K
1776 7-07-86 Lot 136 75-9 262
::
102 91 H
1777 7-07-86 Lot 138 75-9 264 18 105 92 W
, / ,
Anden TARLEI W.O. 1343
SItWARY DF FIELD DENSITY TEST RESULTS
lEST HOISTURE DRY DEN. NOTE DATE LOCATION **Zconp. SOIL 10. TRACT ELEVATION X pcf TYPE
1779 7-07-86 Lot 137 75-9 264 16 109 93 C
1782 7-07-86 Lot 125 75-9 280 106 H
1783 7-07-86 Lot 126 75-9 281
::
103
ii;
1787 7-07-86 Lot 135 75-9 .265 13 110 92 Y.
1792 O.P. 7-08-86 Lot 135 75-9 267 13 dense V
17~93 7-08-86 Avenida Diestro 75-9 320
1794 7-08-86 Avenida Diestro 75-9 332 E 23
85 H
H
1795 7-08-86 Lot 126 75-9 282 103 i; H
1796 7-08-86 Lot 127 75-9 282 :z 103 H
1798 7-08-86 Lot 125 75-9 282 104
i;
H
1800 7-08-86 Lot 126 75-9 288
:"B
103 93 1801 7-08-86 Lot 124 75-9 291 105 l
1802 7-08-86 Lot 129 75-9 303 :i 100 ii 1803 7-08-86 Lot 123 ,75-g 299 14 97 87 Fi
1803 r 7-08-86 Lot 123 75-9 299 17 100 1804 7-08-86 Lot 127 75-9 291 103 i; Fi 1806 7-08-86 Corte Cardo 75-9 286 :; 106 94 H
1807 7-08-86 Lot 129 75-9 305 102 91 H
1808 7-08-86 Lot 124 75-9 292
:z
108 90 3
1793 r 7-08-86 Avenida Oiestro 75-9 320 104 1794 r 7-08-86 Avenida Oiestro 75-9 332 :: 105 9': Li
1809 7-08-86 Lot 128 75-9 294 :: 105 H 1810 7-08-86 Avenida Diestro 75-9 329 104 ii: W
1811 O.P. 7-09-86 Lot 136 75-9 269 13 dense S
1814 O.P. 7-09-86 Lot 135 75-9 271 11 dense S
1818 7-09-86 Lot 128 75-9 297 102 92 1819 7-09-86 Lot 124 75-9 292 :i 101 90 c:
1820 7-09-86 Lot 126 75-9 296 20 104 94 N
-.
/
Anden TABLE1 W.O. 1343
SUMARY OF FIELD DENSITY TEST RENTS
TEST MIISTURE ND. NOTE -DATE LOCATION DRY DEN. TRACT SOIL ELEVATION X wf TYPE
1821 7-09-86 Avenida Diestro 75-9 313 10 108 J-
1822 7-09-86 Avenida Diestro 75-9 335 16 108 ii
1823 7-09-86 Avenida Diestro 75-9 326 13 110 :
1824 l-09-86 Lot 132 75-9 321 17 105 ;: W
1825 7-09-86 Lot 133 15-9 321 101 1826 7-09-86 Lot 124 75-9 301 :: 110 z2" K"
1827 7-09-86 Lot 123 75-9 303 15 109 91 K
1828 7-09-86 Lot 129 /5-9 305 14 111 94 K
1833 7-09-86 Lot 123 75-9 304 22 102 92
1834 l-09-86 Lot 129 75-9 307 18 102 91 r-i
1835 7-10-86 Avenida Diestro 75-9 337 106 94 H
1836 1-10-86 Avenida Diestro 75-9 318
:; 105 H
1840 7-10-86 Avenid& Diestro 75-9 340 20' 102
i; N
1841 7-10-86 Avenida Diestro 75-9 347 103 92
1846 1-10-86 Avenida Diestro 75-9
T5;
;;t
102 91 i
1847 7-10-86 Avenida Diestro 75-9 21 102 91 H
1848 7-10-86 Avenida Diestro 75-9 355 22 101 90 1854 O.P. 7-10-86 Lot 135 75-9 210 14 dense :
1859 O.P. 7-10-86 Lot 137 75-9 266 13 dense S
1878 7-14-86 Lot 138 75-9 258 20 . 94 N
1879 7-14-86 Lot 137 15-9 263 19
:: H
1880 7-14-86 Lot 136 75-9 272 100 ii N
1881 7-14-86 Lot 69 75-9 299 ::
1882 7-14-86 Lot 70 15-9 295 21 z; ii: :
1883 7-14-86 Lot 72 75-9 276 22 96 91 I
1884 7-14-86 Lot 71 75-9 286 18 101 90 H
1885 7-14-86 Lot 70 75-9 296 90 I
1886 7-14-86 Lot 137 75-9 264
:: ii 84 H
-.
Anden TABLE1
SUMlARY OF FIELD DENSITY TEST'RESULTS
W.O. 1343
lEST
10. NOTE
1887 7-14-86
1886 r 7-14-86 1888 7-14-86
1889 7-14-86
1890 7-14-86 1891 7-14-86
1892 7-14-86
1893 7-14-86
1894 7-14-86 1895 7-14-86
1902 1903 1904
1905 1906
1907 1908
7-15-86
7-15-86 7-15-86 7-15-86 7-15-86 7-15-86 7-15-86 7&15-86 7-15-86 7-15-86 7-15-86 7-15-86 7-15-86 7-15-86 7-15-86
7-15-86 7-15-86
7-15-86
1909
1910
1911 1913
1914
1915 1916
1917
1918
1919
1920
DATE LOCATION TRACT ELEVATION
Lot 138 75-9
Lot 137 75-9 Lot 135 75-9 Lot 138 75-9
Lot 137 75-9
Lot 73 75-9
Lot 72 75-9
Lot 71 75-9
Lot 71 75-9 Lot 135 75-9
Lot 73 75-9
Lot 73 75-9 Lot 71 75-9 Lot 70 75-9 Lot 72 75-9
Lot 138 75-9 Lot 137 75-9 Lot 138 75-9
Terraza Disoma 75-9
Sitio Baya 75-9
Lot 135 75-9
Lot 136 75-9
Lot 44 adj. Lot 28 75-9
Lot 44 adj. 28 75-9
Lot 137 75-9
Lot 44 adj. Lot 29 75-9
Lot 44 adj. Lot 30 75-9
Lot 136 75-9
262
264 274
265 269 271 278
288
287
270
272
275 290
299 281
266 266 266 260 261 276
275
183 185
268
192
194
273
MOISTURE DRY DEN. X pcf
:i 18
:;
:i
2
18
:t. 22
%
;: 22
:; 21
:: 22
21
15 17
20
101
101 106 105
106 102 101
101
102
101
103
101 101
104 100 102 101 100
106 105 102
103
100 100
101
106
106
102
Ra*%Cw.
90
90 94 93
94 92
91
91
92
90
92
91 91 94 90 92 91 90 94
95 92
93
90 90
91
91
94
92
SOIL TYPE
H H H
H"
i
N
N
H
H
N N
N N N N N Ii N N
i N
N
C
H
N
I
Anden TABLE I W.O. 1343
SUbWARY DF FIELD DENSITY TEST RESULTS
TEST MOISTURE NOTE DATE DRY DEN. NO. LOCATION TRACT SOIL IXEVATION X Pcf RE1.%CDHP- TYPE
1921 7-16-86 Lot 44 adj. Lot 28 75-9 188 22 I
1922 7-16-86 Lot 44 ajd. Lot 29 75-9 190 109: ;:
1925 7-16-86 Lot 73 75-9 276 :6' 107 92 E
1926 7-16-86 Lot 70 75-9 293 20 103 93 N
1927 7-16-86 Lot 72 75-9 279 21 103 N
1928 7-16-86 Lot 71 75-9 285
1929 7-16-86 Lot 70 75-9 293 :i
101 ;:
101 90 1
1930 7-16-86 Lot 69 75-9 297 20 102 92
1931 7-16-86 Lot 72 75-9 276 19 104 i
1932 7-16-86 Lot 57 75-9 260 102 ;': H
1933 7-16-86 Lot 68 75-9 305 :z 107 1934 7-16-86 Lot 135 75-9 276 104 ;z t
1935 7-16-86 Lot 70 75-9 295
;"J 95 M
1936 7-16-86 Lot 71 75-9 287 20 103
;:
N
1937 7-16-86 Lot 44 adj. Lot 29 75~-9 195 :; 98 93 I
1938 7-16-86 Lot 44 adj. Lot 30 75-9 195 102 92 N
1939 7-16-86 Lot 44 adj. Lot 29 75-9 187 95 1
1940 7-16-86 Lot 44 adj. Lot 30 75-9 196
::
100
;:
I
1941 7-16-86 Offsite adj. 195 18 105 93 H
Calle Acervo
1942 7-17-86 Lot 73 75-9 265 104 C
1943 7-17-86 Lot 73 75-9 266 :: 108 E C
1942 r 7-17-86 Lot 73 75-9 265 105 90
1945 7-17-86 Lot 74 75-9 269
:z
91 Fi
1946 7-17-86 Lot 135 : 75-9 276 21 JPl( 93 N
1952 7-17-86 Lot 74 75-9 275 20
-:;: -
N
1953 7-17-86 Lot 136 75-9 277 94
;:
M
1957 7-17-86 Offsite adj. Calle 197 f”7 107 95 H
Acervo
1 /
Anden TARLE I W.O. 1343
SUMARY OF FIELD DENSITY TEST RESULTS
rEST DRY DEN. NOTE DATE SOIL JO. LOCATION TRACT ELEVATION Dcf TYPE
I
1958 7-17-86 Lot 44 adj. Lot 28 75-9 194 20 103 N
1959 7-17-86 Lot 137 75-9 272 2’: 100
iii
N 1961 7-17-86 Sitio Baya 75-9 274 99 94 I
'277 ' 1962 7-18-86 Lot 74 75-9 20 1963 7-18-86 Lot 73 75-9 278 21 ii: ;;I I
1964 7-18-86 Lot 136 75-9 278 103 92
1969 7-18-86 Sitio Baya 75-9 275 :: 110 :! 1970 7-18-86 Sitio Baya 75-9 276 :; 102 ;; N 1971 7-18-86 Lot 135 75-9 279 106
1974 7-18-86 Lot 74 75-9 281 105 ;i 0” 1976 7-18-86 Sitio Baya 75-9 277 :: 102 92 N 1978 7-18-86 Sitio Baya 75-9 274 19 103 H
1979 7-18-86 Sitio Baya 75-9 277 105 ;: 1980 7-18-86 Lot 44 adj. Lot 30 75-9 197 :i 110 93 i: 1981 7-18-86 Cal le Acervo 75-9 192 103 92 H
1982 7-18-86 Sitio Baya 75-9 278
:;
101 90 H
1983 7-19-86 Offsite adj. 192 19 103 92 H Calle Acervo
1984 7-19-86 Calle Acervo 75-9 193 18 106 h
1985 7-19-86 Lot 30 75-9 194 106
;‘:
E
1986 7-19-86 Calle Acervo 75-9 195
:z
108
1987 7-19-86 Offsite adj. 195 19 103 ;i i
1988 Calle Acervo
7-19-86 Lot 44 adj. Lot 28 75-9 192
::
108 92 C
1989 7-19-86 Lot 44 adj. Lot 28 75-9 193 107 1990 7-19-86 Offsite adj. 199 16 105 ;: E Calle Acervo 1991 7-19-86 Offsite adj. 198 17 104 90 E Calle Acervo
-.
Anden TARLEI
SUMARY DF FIELD DENSITY TEST RESULTS
W.O. 1343
TEST
NO. NOTE DATE MOISTURE LOCATION DRY DEN. TRACT ELEVATION X SOIL
wf TYPE
1992 7-19-86 Lot 30 75-9 197 105 93
1993 7-19-86 Lot 44 adj. Lot 29 75-9 197 :i 109 94 E”
1994 7-19-86 Calle Acervo 75-9 197 105 90
1995 7-19-86 Lot 44 adj. Lot 28 75-9 ,196 :: 104 90 E"
1996 7-21-86 Lot 135 75-9 281 19 106 92
1997 7-21-86 Sitio Baya 75-9 280 104 90 ;
'2002 7-21-86 Lot 136 75-9 279 :k! 104 90 D
2003 7-21-86 Lot 74 75-9 281 103 92 H
2009 7-21-86 Lot 44 adj. Lot 28 75-9 196 :i 104 94
2010 7-21-86 Lot 44 adj. Lot 29 75-9 198 :: 105 91 k
2011 7-21-86 Lot 44 adj. Lot 30. 75-9 198 106 91 ,’ E
2012 7-22-86 Lot 75 75-9 287 109 92 K
2013 7-22-86 Lot 75 75-9 288 :z 105 91 D
2014 7-22-86 Lot 74 75-9 282 18 101 90 H
2015 7-22-86 Lot 71 75-9 290 21 100 90 N
2016 7-22-86 Lot 69 75-9 .301 20 100 90 N
2017 7-22-86 Lot 74 75-9 285 90 I
2018 7-22-86 Lot 75 75-9 287 :i 1,‘; 92 K
2019 7-22-86 Lot 73 75-9 269 17 108 94 D
2020 7-22-86 Lot 73 75-9 271 106 94 H
2021 7-22-86 Lot 70 75-9 296
:!I
107 H
2022 7-22-86 Lot 44 adj. Lot 28 75-9 196 17 107 i: D
2023 7-22-86 Lot 44 adj. Lot 28 75-9 198 111 96 E
2024 7-22-86 Lot 44 adj. Lot 27 75-9 199
:; 102 91
2025 7-22-86 Calle Acervo Lot 44 adj. Ldt 75-9 200 :i
108 94 :
2026 7-22-86 30 75-9 200 104 90 0
2027 7-22-86 Lot 44 adj. Lot 29 75-9 201 17 101 90 H
2028 7-22-86 Calle Acervo 1 75-9 202 18 104 90 D
-_
/ / /
Anden TABLE I W.O. 1343
SUMARY OF FIELD DEWSITY TEST RESULTS
iEST HOISTURE DRY DEN. SOIL IO. NOTE DATE LOCATION TRACT ELEVATION x pcf RR*t4cOHP. TYPE
2029 7-22-86 Lot 44 adj. Lot 30 75-9 202 17 107 2030 7-22-86 Lot 76 75-9 293 :; 109 ;: i 2031 7-22-86 Lot 27 75-9 205 104 0 2032 7-22-86 Calle Acervo 75-9' ,203 17 107 ii! 0
2033 7-23-86 Lot 27 75-9 207 104 0 2034 7-23-86 Lot 44 adj. Lot 30 75-9 202 El 106 zi
2035 7-23-86 Lot 30 75-9 204 107 93 i 2036 7-23-86 Calle Acervo 75-9 208 :; 106 92 0 2037 7-23-86 Calle Acervo 75-9 206 :9' 106 ;: 0 2038 7-23-86 Calle Acervo 75-9 201 105 0 2039 7-23-86 Offsite adj. 203 17 107 93 D Calle Acervo 2040 7-23-86 Lot 44 adj. Lot 30 75-9 203 107 2041 7-23-86 Lot 44 adj. Lot 28 75-9 201 :z 107 ii: I? 2042 7-23-86 Lot 44 adj. Lot 27 75-9 200 13 106 90 K 2043 7-23-86 Lot 44 adj. Lot 29 75-9 204 106 90 K 2044 7-23-86 Lot 44 adj. Lot 28 75-9 203 :: 105 0 2045 7-23-86 Offsite adj. 205 18 105 ;: D Calle Acervo 2046 7-23-86 Offsite adj. 204 15 107 91 K Calle Acervo 2047 7-23-86 Lot 44 adj. Lot 27 75-9 202 109 K 2048 7-23-86 Lot 44 adj. Lot 28 75-9 204 :: 103 El F
2049 7-23-86 Lot 44 adj. Lot 27 75-9 207 18 106 92 D
2050 7-24-86 Lot 44 adj. Lot 30 75-9 206 I
2051 7-24-86 Lot 44 adj. Lot 29 75-9 206 ;; ill ;: 2052 7-24-86 Lot 44 adj. Lot 28 75-9 206 15' 108 93 : 2053 7-24-86 Offsite adj. 207 13 107 91 K Calle Acervo I
-.
Anden TABLE I 11.0. 1343
SUIWARY OF FSELD DEtlSITY TESTT RESULTS
rEST MDISTURE DRY DEN. REL. COMP. SOIL
ID. NOTE DATE LOCATION TRACT ELEVATION x pcf x TYPE
2054 Lot 30 75-9 208 17 102 D
2054 r :-E-E - - Lot 30 75-9 208 107 ii
2055 7-24-86 Calle Acervo 75-9 209 :i 104 IY
2056 7-24-86 Lot 44 adj. Lot 27 75-9 210 :; 104 ii D
2057 7-24-86 Lot 26 75-9 213 101 H
2058 7-24-86 Lot 29 75-b 210 99 ii I
2059 7-24-86 Lot 44 adj. Lot 28 75-9 209
;fi 94 I
2060 7-24-86 Lot 44 adj. Lot 29 ;z-; 211 21 1:; 96 I
2061 7-24-86 Lot 30 7519 211 16 106 92 D
2062 7-24-86 Lot 30 212 14 108 92 K
2063 7-25-86 Calle Acervo 75-9 213 96 91 2064 7-25-86 Offsite adj. 212 2 96 91 :
Calle Acervo
2065 7-25-86 Lot 28 75-9 212 100 92 F
2066 7-25-86 Lot 29 75-9 211
z
98 93 2067 7-25-86 Offsite adj. 210 17 104 90 A Calle Acervo
2068 7-25-86 Lot 44 adj. Lot 30 75-9 211 106 K
2069 7-25-86 Lot 44 adj. Lot 27 75-9 215 :': ;; 1 2070 7-25-86 Lot 44 adj. Lot 27 75-9 217 ii I
2071 7-25-86 Lot 26 75-9 220 :; 106 ;z D
2072 7-25-86 Lot 28 75-9 216 17 106 D
2073 7-25-86 Lot 30 75-9 218 108 ;; K
2074 7-25-86 Lot 29 75-9 216
:z 91 F
2075 7-25-86 Lot 44 adj. Lot 27 75-9 219 1:: F
2076 7-25-86 Lot 26 75-9 223 :6' ii M
2077 7-25-86 Lot 27 75-9 218 1:: D
2078 7-25-86 Lot 44 adj. Lot 26 75-9 225
:: ii
M
2079 7-25-86 Lot 29 75-9 ?18 23 9': 90 I
-.
, /
Anden TABLE I W.O. 1343
SUWARY OF FIR0 DENSITY TEST RESULTS
TEST MOISTURE DRY DER. SOIL NO. NOTE DATE LOCATIOR TRACT ELEVATIOR x pcf TYPE
I 2080 7-25-86 Lot 26 75-9 225 91 I 2081 7-25-86 Lot 27 75-9 220 :; 1: 90 K 2082 7-25-86 Lot 28 75-9 219 17' 104 90 D
' 2083 7-28-86 Lot 44 adj. Lot 26 75-9 223 91 F 2084 7-28-86 Lot 25 75-9 227 :: 1:: 91 2085 7-28-86 Lot 26 75-9 227 107 91 K"
2086 7-28-86 Lot 25 75-9 227 :: 110 G 2087 7-28-86 Lot 44 adj. Lot 28 75-9 221 107
iii G 2088 7-28-86 Lot 44 adj. Lot 29 75-9 220 :: 100 92 F
2089 7-28-86 Lot 29 75-9 221 24 F
2090 7-28-86 Lot 44 adj. Lot 30' 75-9 217 2091 7-28-86 Offsite adj. 215 ::
1:: ;"o
106 90 1:
Calle Acervo
2092 7-28-86 Calle Acervo 75-9 215 106 91 G
2093 7-28-86 Offsite adj. 212
:"6 106 90 K
Calle Acervo
2094 7-28-86 Lot 25 75-9 228 2095 7-28-86 Lot 44 adj. Lot 25 75-9 230 :: 111 95 . G 106 91
2096 7-28-86 Lot 23 75-9 235 17 107 91 tF 2097 7-28-86 Lot 24 75-9 ,233 98 90 F
2098 7-28-86 Lot 44 adj. Lot 22 75-9 233 :: F
2098 r 7-28-86 Lot 44 adj. Lot 22 75-9 233 18 ii: if
F
2099 7-28-86 Lot 26 75-9 229 16 108 93 2100 7-28-86 Lot 23 75-9 237 106
2101 7-28-86 Lot 22 75-9 238 :: 105 9": i
2102 7-28-86 Lot 25 75-9 232 108 92 IF
2103 7-28-86 Lot 71 75-9 296
:3"
106 93 W
2104 7-28-86 Lot 76 75-9 296 15 106 93 W
I / /
Anden TABLEI W.O. 1343
SUmARY ff FIELD DENSITY TEST RESULTS
rEST
10. NOTE DATE LDCATIDN TRACT MDISTURE DRY DEN. ELEVATION x SOIL pcf TYPE
2105 7-29-86 Lot 44 adj. Lot 21 75-9 240
2106 7-29-86 Lot 21 75-9 239 :"8 2107 ;"8 E F"
7-29-86 Lot 24 75-9 235 103 93
2105 r ;: N 7-29-86 Lot 44 adj. Lot 21 75-9 240
2108 101 91 N 7-29-86 Lot 22 75-9 236 21 2109 100 90 7-29-86 Lot 44 adj. Lot 26 75-9 229 2110 104 ! 7-29-86 Lot 27 75-9 225 i':
2111
109 ;“8 N 7-29-86 Lot 30 75-9 220
2112
102 92
7-29-86 Lot 44 adj. Lot 28 75-9 223 2': 100 F: 2113 7-29-86 Lot 44 adj. Lot 29 75-9 219 2114 101 ;; :: N 7-29-86 Lot 29 75-9 222 2115 95 92 M 7-29-86 Lot 27 ! 75-9 225 20 2116 104 94 N 7-29-86 Calle Acervo 75-9 216 2117 16 110 K 7-29-86 Offsite adj. 217 21 103 ;: Calle Acervo ' N
2118 7-29-86 Offsite adj. 214 18 104 90 E
Calle Acervo 2119 7-29-86 Offsite adj. 216 17 107 92 E
Calle Acervo 2120 7-29-86 Lot 44 adj. Lot 30 75-9 219 2121 101 91 N 7-29-86 Lot 21 75-9 238 :: 2122 ,100 7-29-86 Lot 25 75-9 233 20 100 iti r:
2123 7-30-86 Lot 28 75-9 225 19 2124 101 H 7-30-86 Calle Acervo 75-9 215 2125 104 ;: :: N 7-30-86 Calle Acervo 75-9 217 2126 105 93 H 7-30-86 Lot 26 75-9 231 2127 98 7-30-86 Lot 25 75-9 232 2243 ii: I
2128 7-30-86 Lot 44 adj. Lot 29 75-9 223 2129 ;; 94 M 7-30-86 Lot 44 adj. Lot 27 75-9 228 101 90 H
-.
Anden TABLE I W.O. 1343
SUbMARY OF FIELD DENSITY TEST RESULTS
‘EST MOISTURE DRY DEN. SOIL IO. NOTE DATE LOCATION TRACT ELEVATION X wf TYPE
2132 7-30-a Lot 30 75-9 218 19 103 N
2133 7-30-86 Lot 30 75-9 223 :i 104 2 E 2134 7-30-86 Calle Acervo 75-9 219 104 N 2135 7-30-86 Offsite adj. 218 18 103
ii
H Calle Acervo
2136 7-30-86 Lot 28 75-9 226 102 91 H
2137 7-30-86 Lot 44 adj. Lot 25 75-9 234
:;
102 91 H 2138 7-30-86 Lot 29 75-9 101 226 22 91 N
2139 7-31-86 Offsite adj. 221 20 102 91 H Calle Acervo
2140 7-31-86 Calle Acervo 75-9 218 106 2141 7-31-e Lot 30 75-9 226 :'7 107 ii ! 2142 7-31-86 Lot 30 75-9 225 21 .: ‘~ 1OlL 90 H
2143 7-31-86 Calle Acervo 75-9 220 104 90 2144 7-31-86 Lot 29 75-9 226 :ll 106 94 i 2145 7-31-e Calle Acervo 75-9 221 105 91
2146 7-31-86 Lot 44 adj. Lot 30 75-9 223
::
104 H" 2147 7-31-86 Lot 44 adj. Lot 29 75-9 227 19 105 ;:
2148 7-31-86 Lot 28 75-9 229
::
106 Li
2149 7-31-86 Calle Acervo 75-9 224 103 ;; 2150 7-31-86 Lot 76 75-9 296 16 106 91 Y
2151 e-01-86 Lot 29 75-9 230 18 105 H
2152 8-01-86 Lot 44 adj. Lot 27 75-9 231 106
zi
H 2153 8-01-86 Offsite adj. 225 :: 105 91 D Calle Acervo
2154 e-01-86 Calle Acervo 75-9 225 :: 104 90 D 2155 s 8-01-86 Lot 128 75-9 302 107 H. 2156 r.g. 8-01-86 Lot 128 75-9 (298.5) 16 105 9': C
I -.
TEST ND. NOTE
2157 s
2158 s 2159 r.g.
2160
2161 2162
2163 2164 2165 2166 2167
8-01-86 e-01-86 e-01-86 8-01-86 e-01-86 8-01-86 8-01-86 e-01-86 e-01-86 8-01-86 e-01-86
2168 8-01-86 2169 8-01-86
2170 2171 2172 2173 2174 2175 2176 2177 2178 2179 2180 2181 2182 2183
-.
DATE .DCATIDN TRACT ELEVATION
e-04-86 e-04-86 e-04-86 e-04-86 e-04-86 e-04-86 e-04-86 e-04-86 e-04-86 e-04-86 e-04-86 e-04-86 e-04-86 e-04-86
TABLE1 , W.O. 1343
SUMIARY ff FIELD DENSITY TEST RESULTS
Lot 127 75-9
Lot 124 75-9
Lot 124 75-9
Lot 44 adj. Lot 19 75-9
Lot 44 adj. Lot 20 75-9 Lot 20 75-9
Lot 44 adj. Lot 19 75-9
Lot 19 75-9 Lot 21 75-9
Lot 19 75-9
Offsite adj.
Calle Acervo Calle Acervo 75-9 Offsite adj.
Calle Acervo
Lot 44 adj. Lot 20
Lot 22
;g-;
Lot 20 7519
Lot 19 75-9
Lot 24 75-9
Lot 44 adj. Lot 24 15-9 Lot 27 75-9
Lot 28 75-9
Lot 29 75-9
Lot 44 adj. Lot 28 75-9 Lot 26 75-9
Lot 26 75-9
Lot 23 75-9 Lot 20 75-9
292
296
(292.7)
226 . 233 237 230 233 241 236 221
226 224
235 239 238 237 234 237 230 229 232 232 232 234 240 240
MDISTURE DRY DEN. X pcf
15
:: 20
:ii 21
;"3 21 25
::
21 22. 25 20 21
;"3
ii 24
:9" 23 21
109 101 108
;:
1:; 93 96 100 93
106 109
104 101 93 .93 96 97 98 100
1::: 101 101
z
RR-%cw*
93
ii- 91
El
ii 93 91 90
9°F
;;I
90 90 93 92
93 90
93
95 90 90
92 81
SOIL TYPE
2
i F
M M
Y4
M
N M
K
K
N
i! M M
I I
N I I
;
:
Anden Thl.EI W.O. 1343
SUMIARY DF FIELD DENSITY TEST RESULTS
rEST WSTURE DRY DEN. SOIL (D. NOTE DATE LOCATION TRACT ELEVATION X pcf TYPE
2183 r e-04-86 Lot 20 75-9 240
;:
101 91 N. 2184 8-04-86 Offsite adj. 225 101 91 N Calle Acervo 2185 e-04-86 Calle Acervo 75-9 228 101 N 2186 e-04-86 Lot 30 75-9 229 ii 96 ;: I
2187 e-04-86 Lot 30 75-9 230 105 2188 e-04-86 Calle Acervo 75-9 226 3 107 9'; F 2189 e-04-86 Offsite adj. .192 14 106 90 K
Calle Acervo 2190 e-04-86 Offsite adj. 193 17 107 92 G Calle Acervo 2191 e-04-86 Calle Acervo 75-9 204 15 107 91 K
2194 e-05-86 Lot 30 75-9 232 23. 95 90 2195 e-05-86 Lot 30 75-9 234 20 98 93 : 2196 e-05-86 Lot 25 75A9 235 25 91 I 2197 r.g. e-05-86 Lot 135 75-9 (282.5) :i 10': H 2198 r.g. e-05-86 Lot 136 75-9 (279.5) 102 z; N 2199 r.g. e-05-86 Lot 138 75-9 (267.9) 21 93 I 2200 e-05-86 Lot 29 75-9 234 1:; H.
2201 e-05-86 Lot 29 75-9 235 :9" ;;' H 2202 e-05-86 Lot 28 75-9 235 12 H
2203 e-05-86 Lot 27 75-9 235
:;
105
iif:
2201 r e-05-86 Lot 29 75-9 235 18 101 90 i
2204 e-05-86 Lot 26 75-9 236 106 94 2205 e-05-86 Lot 24 75-9 239 :; 104 i
2206 e-05-86 Circulo Adorn0 75-9 236 21 101 ii? 2207 e-05-86 Circulo Adorn0 75-9 233 16 101 90 :
2208 e-05-86 Lot 30 75-9 236 103 2209 e-05-86 Lot 29 75-9 237 :: 109 c”
-.
Anden TARE I W.O. 1343
SUlMARY OF FIELD DENSITY TEST RESULTS
lEST MOISTURE DRY DEN. REL. COMP. SOIL
SD. NOTE DATE LOCATION TRACT ELEVATION X pcf X TYPE
2210 e-05-86 Lot 28 75-9 237 103 2211 e-05-86 Lot 27 75-9 238 :'7 108 z; c" 2212 e-05-86 Lot 26 75-9 239 18 105 93 H
2213 e-05-86 Lot 25 75-9 -238 . 20 H
2213 r e-05-86 Lot 25 75-9 238
;: 2
2213 r e-05-86 Lot 25 75-9 238 ;: 97 92 : 2214 e-05-86 Lot 24 75-9 238 20 102 91 H 2215 e-05-86 Lot 23 75-9 239 21 102 91 H 2216 e-05-86 Lot 22 /5-9 240 17 106 91 E
2217 e-05-86 Lot 21 75-9 241 20 101 2218 e-05-86 Offsite adj. 196 16 107 i! i7 Calle Acervo 2219 e-05-86 Offsite adj. 195 16 111 94 K Calle Acervo 2220 8-05-a Calle Acervo 75-9 199 111 2221 e-05-86 Calle Acervo 75-9 206 :: 108 9"; I:
2222 e-05-86 Calle Acervo 75-9 200 15 110 2223 e-05-86 Calle Acervo 75-9 197 106 ;; I: 2224 e-05-86 Lot 118 75-9 344 :; 109 94 A 2225 e-05-86 Lot 119 15-9 343 16 109 94 A
2226 8-06-86 Lot 21 75-9 242 26 ' 95 90 I
2227 B-06-86 239 2228 8-06-86 E :i 75-9 75-9 239 E ;; 9"; : -2779 ~~~~~~~_ -~4341&&& --43&---+5&-~-- --~-~~,-+~~ 23 97 92 I
2230 8-06-86 Lot 18 75-9 242 20 99 94 2231 8-06-86 Lot 20 75-9 242 22 92 : 2232 8-06-86 Lot 19 75-9 242 ;: 90 I
2233 8-06-86 Lot 18 15-9 243
z:
95 90 2244 8-06-86 Sitio Baya 75-9 276 18 101 90 i
Anden
TEST
ND. NOTE
2254 e-07-86 Lot 2 75-9 230
2255 e-01-86 Lot 5 75-9 224
2256 e-07-86 Lot 4 75-9 227
2264 8-08-86
2265 8-08-86
2266 8-08-S 2267 8-08-86 2268 8-08-86 2270 8-08-86 2274 8-08-86
2275 8-08-86
2276 8-08-86
2277 8-08-86
2278 8-08-86
2279 8-09-86
2280 e-09-86 2281 e-09-86
2282 e-09-86 2283 8-09-86
2284 e-09-86 2285 E-09-86
2286 8-11-86 2287 8-11-86
DATE .DCATIoN TRACT ELEVATION
Lot 123 75-9
Lot 123 75-9 Lot 129 75-9 Lot 130 15-9 Lot 123 75-9
Lot 76 75-9
Lot 3 75-9
Offsite adj. Calle
Acervo
Offsite adj. Calle
Acervo Offsite adj. Calle Acervo Lot 76 75-9
Lot 76 75-9
Calle Acervo 75-9 Offsite adj. Calle
Acervo Lot 77 75-9 Lot 6 75-9 Lot 1 75-9 Lot 5 75-9
Lot 76 75-9 Lot 76 75-9
303 304 306
311 306
297
232 227
226 16 108
230 15 107
291 16 103
,298 18 103 209 17 108 198 15 105
306
206
233
223
299 300
/ ‘1
TABLE I
SUWRY OF FIELD DENSITY TEST RESULTS
MOISTURE DRY DEN. RR. CottP. SOIL X wf X TYPE
E 19
:;
:; 20
:;
18
::
23
21
103 103 101
101 101 101 106 102
103
103 101
104 106 96 100
102 105
,
W.O. 1343
‘9’3 90
90 90
90
94 91
92 92 90
93
92
90
92
93
90
91 90
93
90
91 93
ti N H
H
H
H
H
H
H
;
E
E
W
:~ G
W
K M
N
H
H
1
Anden TABLE I
rEST
NO. NOTE
2293
2294 2295 2296 2297
2298 2299 2300 2301
2302 2303 2304
2305
2306
2307
8-11-86 8-11-86 8-11-86
8-11-86
8-11-86 8-11-86 8-11-g
8-11-86
8-11-86
8-11-86 8-11-86
8-11-86
8-11-86 8-11-86 8-11-a
2308 8-12-86
2309 8-12-86
2311 8-12-86
2312 8-12-86
2313 8-13-86
2314 8-13-86
2315 8-13-86
2316 8-13-86
DATE .DCATIDN TRACT ELEVATION
SUbWARY DF FIELD DENSITY TEST RESULTS
Lot 77 Lot 77 Lot 77
Lot 69
Lot 123 Lot 130 Lot 131
Lot 129
Lot 77 Lot 77 Lot 77 Lot 78 Lot 75 Lot 4 Lot 2
Lot 74 Lot 75
Lot 123
Offsite adj.
Calle Acervo
75-9 75-9 75-9
75-9
75-9 75-9 75-9
75-9
75-9 75-9 75-9 75-9 75-9 75-9 75-9
75-9 75-9
75-9
Offsite adj.
Calle Acervo Offsite adj.
Calle Acervo Offsite adj. Calle Acervo Offsite adj. Calle Acervo
307
303 309 308 308'
313
316 310 306 305 '307 311
286 228 235
:;
::
:: 17 19
:;
:iJ
:‘;
17
104
103 106
105
103 108 107 105
104
103 106 101
107 104 105
282 15 103
288 16 104
311 15 107
201 14 102
199
200
202
205
24
25
17
15
I
96
96
104
107
MOISTURE DRY DEN.
X pcf
I
W.O. 1343
RR-%cONP.
El i; ii
92 93 92 92
2
;; 93
;:
94 91
91
91
90
92
SOIL TYPE
W
i
;
E
E H H
i H
H H H
W W
W
H
I
I
E
E
/
Anden TABLE1 W.O. 1343
SUbMARY OF FIELD DENSITY TEST RESULTS
TEST MOISTURE DRY DEN. NO. NOTE DATE LOCATION TRACT ELEVATION X PCf lEL l %coEIp* SOIL
TYPE
2317 8-13-86 Calle Acervo 75-9 203 :i 107 ;ri i
2318 8-13-86 Calle Acervo 75-9 204 101 H 2319 8-13-86 Lot 6 75-9 206 2': 102 92 N
2320 8-13-86 Lot 7 75-9
2321
210. 103 N
8-13-86 Offsite adj. 221 18 105
iii H
Calle Acervo
2322 8-13-86 Offsite adj. 225 19 102 91 H
Calle Acervo
2323 8-13-86 Calle Acervo 75-9 205 96 2324 8-13-86 Calle Acervo 75-9 204 ;: 97 9": :
2325 8-13-86 Lot 6 75-9 211 22 98 I
2326 8-13-86 Calle Acervo 75-9 213 23 97 "9; I
2327 8-13-86 Offsite adj. 229 22, 99 94 I
Calle Acervo
2328 8-13-86 Calle Acervo 75-9 230 23 102 I 2329 8-13-86 Calle Acervo 75-9 228
2330 8-13-86 Offsite adj. 232 :; 100 ;:
96 91 : Calle Acervo
2331 8-13-86 Offsite adj. 233 21 96 91 I
Calle Acervo
2332 8-13-86 Offsite adj. 234 20 101 90 H
Calle Acervo
2333 8-13-86 Offsite adj. 230 20 100 90 N
Calle Acervo
2334 8-13-86 Calle Acervo 75-9 215 23 97 2335 8-13-86 Calle Acervo 75-9 217 :: 97 ii; :
2336 r.g. 8-13-86 Lot 27 75-9 (239.1) 104 92 H
2337 r.g. 8-13-86 Lot 26 75-9 (239.8) 99 94
2338 r.g; 8-13-86 Lot 24 75-9 (241.0) i: 98 :
2339 r.g. 8-13-86 Lot 22 75-9 (242.3) 19 101 zi
I
, /
Anden TABLE1 W.O. 1343
SUbMARY OF FIELD DENSITY TEST RESULTS
1EST MOISTURE DRY OEM. NO. NOTE DATE SOIL LOCATION TRACT ELEVATION X pcf RR.%cw* TYPE
2340 r.g. 8-13-86 Lot 21 75-9 (242.8) 96 91 I
2341 8-13-86 Calle Acervo 75-9 209
18 87 I 2341 r 8-13-86 Calle Acervo 75-9 209 :: 1:: 90 H 2342 8-13-86 Calle Acervo : 75-9 214 :: , .~ ~102i 91 H 2343 8-13-86 Calle Acervo 75-9 95 90 2344 8-13-86 Lot 8 75-9 ;::' z i! 91 : 2345 8-13-86 Lot 7 75-9 214 92 I 2346 8-13-86 Lot 8 75-9 213 22 90 I 2347 8-13-86 Calle Acervo 218 16
1::
90 E 2348 8-13-86 Lot 1 :::; 237 :: 105 93 H 2349 8-13-86 Lot 1 75-9 237 96 91 I
2350 8-13-86 Lot 5 75-9 226 21 ii 93 2351 8-13-86 Calle Acervo 75-9 210 21 90 :
2352 8-13-86 Calle Acervo 75-9 223 103 92 2353 8-13-86 Lot 2 75-9 238 :;’ 106 91 E 2354 8-13-86 Lot 4 75-9 239 15 106 91 E
2355 8-14-86 Lot 122 75-9 315 101 90 H 2356 8-14-86 Lot 130 75-9 316
:; 88 H' 2357 8-14-86 Lot 131 75-9 319 19 1:: 92 H 2358 8-14-86 Lot 132 75-9 324 :i 105 93 H
2359 e-14-86 Lot 133 75-9 323 102 91 H
2360 8-14-86 Lot 133 75-9 325 2361 8-14-86 Lot 122 75-9 317 :E! 102 98 zl tl
2356 r 8-14-86 Lot 130 75-9 316 18 105 93 2361 r 8-14-86 Lot 122 75-9 311 103 90 ;
2363 8-14-86 Lot 122 75-9 317
:':
102 91 2364 8-14-86 Lot 122 75-9 319 18 104 92 ! 2365 8-14-86 Lot 132 15-9 326 2366 8-14-86 Lot 4 75-9 233 2 102 91 H 95 90 I
-.
/
Anden
/ 1
TABLE1 W.O. 1343
SUWARY OF FIELD DENSITY TEST RESULTS
ST MOISTURE DRY DEN. . NOTE DATE LOCATION TRACT ELEVATION X pcf m-%conp. so1L TYPE
2367 8-14-86 Lot 1 75-9 238 20 99 ~~ i
2368 8-14-86 Lot 3 75-9 239 20 100 I 2369 8-14-86 Lot 5 75-9 240 101 91 L 2370 e-14-86 Lot 6 75-9 El 96 91 I 215, 2371 8-14-86 Lot 6 75-9 218 :; ii ;: I 2372 8-14-86 Lot 7 75-9 215 I 2373 8-14-86 Lot 4 75-9 236 :: 98 93 I 2374 8-14-86 Lot 5 75-9 225 95 90 I
2375 b-14-86 Lot 7 75-9 220 17 102 H
2376 8-14-86 Lot 6 75-9 222 2377 8-14-86 Lot 7 75-9 223 :z 98
;:
99 94 :
2378 8-14-86 Lot 6 75-9 226 19 96 91 I
2379 8-14-86 Lot 6 75-9 228 16, 105
2380 8-14-86 Lot 5 75-9 231
::
96
ii: E I 2381 8-14-86 Lot 7 75-9 217 97 I
2382 8-14-86 Lot 3 75-9 237 18 103
;;
H 2383 8-14-86 Offsite adj. 237 19 95 90 I
Calle Acervo 2384 8-14-86 Offsite adj. 234 19, 99 94 L
Calle Acervo 2385 8-14-86 Offsite adj. 235 21 100 95 I
Calle Acervo 2386 8-14-86 Offsite adj. 238 20 97 92 I
Calle Acervo 2387 8-14-86 Lot 4 75-9 239 107
2388 8-14-86 Lot 5 75-9 234
:::
105
ii: E
E 2389 8-14-86 Lot 6 75-9 231 20' 99 94 I
2390 8-15-86 Lot 131 75-9 325 16 101 2391 8-U-86 Lot 132 75-9 328 15 108 9"; c"
Anden TABLE1
lEST 10. NOTE
2392 r.g. 2393 r.g. 2394 r.g.
2395 r.g.
2396 r.g.
2% r-g.
2399 2400 2401 2402 2403 2404 2405 2406 2407 2408 2409 2410 2411 2412 2413 2414 2415 2416 2417 2418
2419 8-15-86
SWUARY OF FIELD DENSITY TEST RESULTS
DATE LDCATIDN TRACT ELEVATION
8-15-86 8-15-86 8-15-86 8-15-86 8-15-86 8-15-86 8-15-86 8-15-86 8-15-86 8-15-86 8-15-86 8-15-86 8-15-86 8-15-86 8-15-86 8-15-86 8-15-86 8-15-86 8-15-86 8-15-86 8-15-86 8-15-M 8-15-86 8-15-86 8-15-86 8-15-86 8-15-86
Lot 28 Lot 29
Lot 30
Lot 20
Lot 19 Lot 18 Calle Adorn0
Calle Adorn0 Lot 5 Lot 7
Lot 7 Lot 8 Lot 7
Lot 6 Lot 8
Lot 8
Lot 9
Lot 8
Lot 9
Lot 6
Lot 7
Lot 8 Lot 5
Lot 7 Lot 9 Lot 11 Offsite adj. Calle Acervo Offsite adj. Calle Acervo
75-9 75-9
75-9
75-9
75-9
75-9 75-9
75-9 75-9
75-9
75-9 75-9 75-9
75-9 75-9
75-9
75-9
75-9
75-9
75-9
75-9
75-9 75-9 75-9 75-9 75-9
(238.5) (238.1) (237.3) .(243.,1) (243.4)
'Z-" 238 236 228 221 219 227 234 220 223 221 224 225 236 233 227 240 236 241 243 243
239.
WISTURE DRY DEN. X wf
:i 19
i: 16 20
:; 21
:i
;i
2223 17~ 18
;: 21 21 21
:; 23 17
100 101 96 97 104 100
1:: 100
1:: 98 103 101
ii 104 104
E 95 97
iif 100 95 102
17
I
103
,
: W.O. 1343
REc.%coEIp l
95
;7
;fi
95
93 92 90
ii:
9’;
;: 93
90
;: 91 90 92
i; 90
ii
93
SOIL TYPE
I
: I
E
I I
F I
H
: L I
:
E
: I
: I
L I N
N
/ t / /
Anden TARLE I W.O. 1343
SUMIARY DF FIELD DENSITY TEST RESULTS'
TEST NOISTDRE ND. NOTE DATE DRY DEN. LOCATION TRACT SOIL ELEVATION X PCf TYPE
2420 r.g. 8-15-86 Lot 34 75-9 105 91 E
2421 8-15-86 Lot 9 75-9 'F :: 105 91
2422 8-15-86 Lot 9 75-9 228 16 105
E
2423 8-15-86 Lot 8 75-9 9’: 231. 22 101 I
2424 8-15-86 Lot 9 75-9 230 16 107 93 E
2425 8-15-86 Lot 8 75-9 233 :(: 104 90 E
2426 8-15-86 Lot 9 75-9 234 104 94 L
2427 8-15-86 Lot 8 75-9 237 18 103 ;i L
2428 8-15-86 Lot 7 75-9 235 95 I 2429 8-15-86 Lot 6 75-9 233
2':
96 I
2430 8-15-86 Lot 10 75-9 233 18 103
z:
L
2431 8-16-86 Lot 12 75-9 243 21, 97 zi
I
2432 8-16-86 Lot 10 75-9 243 20 103 I
2433 8-16-86 Lot 8 75-9 242 20 100 N
2434 8-16-86 Lot 8 75-9 237 20 95
;: I
2435 8-16-86 Lot 7 75-9 237 95 I
2436 8-16-86 Lot 9 75-9 236
:'7
105
;: E
2437 8-16-86 Lot 6 75-9 240 21 95 90 I
2438 8-16-86 Calle Acervo 75-9 219 106 95 2439 8-16-86 Calle Acervo 75-9 216
iI: 104 :
2440 8-16-86 Lot 7 75-9 238 21 102
Ii;
N
2441 8-16-S Lot 8 75-9 239 20 103 N
2442 8-16-86 Lot 10 75-9 240 101 it
2443 8-16-86 Lot 9 75-9 241
:;
103 92 L!
2444 8-16-86 Lot 6 75-9 239 100 90
2445 8-16-86 Lot 7 75-9 240
:i 100 F:
2446 8-16-86 Lot 8 75-9 241 :i 106
9': K
2447 8-16-86 Lot 7 75-9 242 101 91 2448 8-16-86 Lot 9 75-9 242 18 101 91 Ii
/ ,
Anden TABLE I W.O. 1343
SUmARY OF FIELD DENSITY TEST RESULTS
lEST MIISTURE DRY DEN. SOIL 10. NOTE DATE LDCATIDN TRACT ELEVATION x Pcf REL .%conp. TYPE
2449 8-16-86 Lot 10 75-9 243 20 100 90 N
2450 8-16-86 Calle Acervo 75-9 226 105 H
2451 8-16-86 Calle Acervo 75-9 233 :z 104 ii H
2452 8-16-86 Lot 2 75-9 239. 20 103 93 N
2453 8-18-86 Lot 13 75-9 244 107 K
2454 8-18-86 Lot 12 75-9 245, :i 100 ii N
2455 8-18-86 Lot 133 75-9 330 100 90 N
2456 8-18-86 Lot 133 75-9 332 19, 21 I
2457 8-18-86 Lot 132 75-9 ,333 1;; z:
2458 8-18-86 Lot 131 75-9 328 :z 104 92 1
2459 8-18-86 Lot 122 75-9 323 :z. 106 90 K
2460 8-18-86 Lot 121 75-9 327 101 H
2461 8-18-86 Lot 134 75-9 338 18 103 ii H
2462 8-18-86 Lot 131 75-9 331 16 105 91 E
2463 8-18-86 Lot 130 15-9 330 110 93 K
2464 8-18-86 Lot 133 75-9 334
:i
106 2465 8-18-86 Lot 134 75-9 340 108 zi F
2466 8-18-86 Lot 133 75-9 338
:i
108 92 2467 8-18-86 Lot 121 75-9 329 14 109 k
2468 8-18-86 Lot 121 75-9 331 :: 111 ;: c 2469 8-18-86 Lot 121 75-9 332 105 91 E
2470: 8-18-86 Lot 132 75-9 336 15 110 2471 8-18-86 Lot 133 75-9 339 104 ii E”
2472 8-18-86 Lot 122 75-9 331
::
107 91 C
2473 8-18-86 Lot 131 75-9 335 15 106 c
2474 8-18-86 Lot 121 75-9 335 110 i: C
2475 8-18-86 Lot 132 75-9 338 :: 106 90 K
2476 8-18-86 Lot 133 75-9 340 16 109 93 2477 8-18-86 Lot 133 75-9 341 15 109 93 E
Anden
IEST YO. NOTE
2478
2479
2480 s
2481 r.g. 2482 s
2483
2485
2486 2487 s
2488 s
2489 s 2490 s
2491 s
2495
2496 2497
8-19-86
8-19-86
8-19-86
8-19-86 8-19-86 B-19-86 8-19-86
8-19-86
8-19-86
8-19-86
8-19-86 8-19-86
8-19-86
8-19-86 8-19-86 8-19-86
2501 8-20-86 2502 8-20-86
2503 8-20-86
2504 r.g. 8-20-86
2505 r.g. 8-20-86 2506 r.g. 8-20-86
2507 r.g. 8-20-86 2508 s 8-20-86 2509 s 8-20-86 2510 s 8-20-86 2511 s 8-20-86
DATE LOCATION TRACT ELEVATION
Lot 78
Lot 78
Lot 77
Lot 76 Lot 15
Lot 133
Lot 131
Lot 121
Lot 136
Lot 138 Lot 44 adj. 53 Offsite adj. Calle Acervo Offsite adj. Calle Acervo Lot 132 Lot 132 Lot 121
Lot 121 Lot 132
Lot 119
Lot 5 Lot 4 Lot 3
Lot 1 Lot 44 adj. 19 Lot 44 adj. 21 Lot 44 adj. 27 Lot 44 adj. 29
75-9 75-9 75-9 75-9
75-9
75-9
75-9
15-9. 75-9 75-9 75-9
75-9
75-9
75-9
75-9
75-9 75-9 75-9 75-9 75-9 75-9 75-9 75-9 75-9 75-9
315 314
313
.(298.1)
293 342
339 337 273 262 244 239
235 19 99 94
341
343 340
342 344 343 (241.5) (241.0) (240.3) (239.2)
235 238 230 201
TADLE I
SUWARY OF FIELD DERSITY TEST RESULTS
MOISTURE DRY DEN. x pcf
18
:i
:i
17
13
:z
:: 20
14
:i
17
:;
:; 23' 18 15 19
::
105 101 101
102
102
104
108
105 100 109 101 100
;i!l
90
91
;:
92 92
9'3"
90 95
103 90 104 91 106 91
107
109 106 106 106 98 105 104 103 101 104
91 93
;; 91 93
;: 93
91
92
W.O. 1343
REL*%cwp- SOIL TYPE
z H
H
ts
::
F
H I
I
W
W
c
E
E E I
E
N N
H
/ / 1
Anden TARE I W.O. 1343
SUmARY OF FIELD DENSITY TEST RESULTS
rEST
10. NOTE DATE LOCATION MIISTURE TRACT DRY DEN. ELEVATION x REL. COMP. SOIL
wf x TYPE
2512 s 8-20-86 Lot 44 adj. 30 75-9 230 103 :; H 2513 s 8-20-86 Offsite adj. 211 102 ii: H Calle Acervo
2514 8-20-86 Lot 120 75-9 342 16 105 90 C 2515 8-20-86 Lot 120 75-9 342’ 16 107 91 C
2516 8-21-86 Lot 120 75-9 342 2517 110 8-21-86 Lot 119 75-9 344 :: 106 i’: E 2518 8-21-86 Lot 119 75-9 345 111
:: C 2519 r.g. 8-21-86 Lot 6 75-9 (242.0) ;z I 2520 8-21-S Lot 7 75-9 242 10’: E 2521 r.g. 8-21-86 Lot 9 75-9 W) :: 105 ;: E 2522 8-21-86 Calle Acervo 75-9 19 102 N 2523 8-21-86 Calle Acervd 75-9 221 18. 105 ;: H
2524 r.g. 8-22-86 Lot 10 75-9 gg.;; 108
:: C 2525 r.g. 8-22-86 Lot 11 75-9 109 ii: 2526 r.g. 8-22-86 Lot 13 75-9 ($6) 108 i 2527 s 8-22-86 Lot 12 75-9 :z 109 ii A 2528 s 8-22-86 Lot 10 75-9 243 104 A 2529 s 8-22-86 Lot 8 75-9 238 :: 108 ii E .2530 s 8-22-86 Lot 7 75-9 222 100 2531 s 8-22-86 Lot 5 75-9 233 :; i: : 2531 sr 8-22-86 Lot 5 75-9 233 ;: I 2532 8-22-86 Calle Acervo 75-9 213 :; 2533 103 ii 8-22-86 Calle Acervo 75-9 210 110 t! 2534 8-22-86 Calle Acervo 75-9 232 :: 2535 108 :L! 8-22-86 Mision Estancia 75-9 223 106 i 2536 8-22-86 Mision Estancia 75-9 234 :: 2537 108 ;: 8-22-86 Lot 118 75-9 245 15 105 90 F:
-.
/ /
Anden TA&E1 W.O. 1343
SUmARY OF FIELD DENSITY TEST RESULTS
TEST
NO. NOTE DATE NOISTURE LOCATION DRY DEN. TRACT QEVATION REL-%cwp- SOIL X pcf TYPE
2538 8-22-86 Lot 118 75-9 246 111 95
2539 8-22-86 Lot 117 75-9 245 : fl 105 93 i' 2540 8-22-86 Lot 119 75-9 245 16 114 97 C
2541 8-23-86 Lot 69 75-9 .298 ' 101 90
2542 8-23-86 Lot 69 75-9 300 :; 110 F
2543 8-23-86 Lot 69 75-9 304 103
it
W
2544 8-23-86 Lot 70 75-9 296
:;
107 H
2545 8-23-86 Lot 72 ! 75-9 277 105
;z
H.
2546 8-23-86 Lot 8 75-9 215
:6"
108 2547 8-23-86 Calle Acervo 75-9 212 16 108 ii : 2548 8-23-86 Calle Acervo 1 75-9 222 21 91 I
2549 8-23-86 Calle Acervo 75-9 225 19
li”6
94 H
2550 8-25-86 Offsite adj. 227 17 105 93 H Calle Acervo
2551 8-25-86 Offsite adj. 216 16 107 91 C Calle Acervo
2552 8-25-86 Offsite adj. 217 17 105 91 E Calle Acervo
2553 8-25-86 Offsite adj. 219 19 102 91 H Calle Acervo
2554 s 8-25-86 Offsite adj. 228 22 97 92 I Calle Acervo
2555 8-25-86 Lot 78 75-9 316 105 H 2556 s 8-25-86 Lot 69 75-9 307 :i 103 ii w
2557 8-25-86 Terraza Disoma 75-9 301 :i 103 92 H
2558 8-25-86 Terraza Disoma 75-9 293 102 H 2559 8-25-86 Terraza Disoma 75-9 283 17 105 i:
2560 r.g. 8-25-86 Lot 69 75-9 (301.3) 18 106 91 F
-.
,
Anden TABLE1 W.O. 1343
SUIWARY UF FIR0 DENSITY TEST RESULTS
rEST MDISTURE DRY DEN. SOIL NO. NOTE DATE LOCATION TRACT ELEVATION x wf REL-%cwp. TYPE
2563 8-25-86 Lot 133 75-9 349 100
2564 8-25-86 Lot 133 75-9 347 :: 100 ii :
2567 8-26-86 Terraza Disoma 75-9 303. 105 92 W
2568 8-26-86 Terraza Oisoma 75-9 301
:z 105 W
2569 8-26-86 Terraza Disoma 75-9 290 102 z: H
2570 r.g. 8-26-86 Lot 71 75-9
2571 s 8-26-86 Lot 71 75-9
'Z*"' :b' 111 94 K 18 108 97 N
2572 8-26-86 Lot 119 75-9 346 107 91 C
2573 8-26-86 Lot 117 75-9 350
:B
106 90 K
2574 8-26-86 Lot 119 75-9 348 16 103 88
2574 r 8-26-86 Lot 119 75-9 348 161 108 92 E
2578 8-26-86 Lot 134 75-9 316 14. 110 93 K 2580 8-26-86 Lot 118 75-9 349 104 N
2581 r.g. 8-26-86 Lot 72 75-9 :: 106 i;:
2582 s 8-26-86 Lot 72 75-9
'~2"' 15 * 106 90 ;
2583 s 8-27-86 Lot 74 75-9 281 101 90 H
2584 s 8-27-86 Lot 73 75-9 279 :z 105 92 W
2585 r.g. 8-27-86 Lot 73 75-9 (272.3) 14 1:; 87 H
2588 s 8-27-86 Offsite adj. 208 16 90 H Calle Acervo
2589 s 8-27-86 qffsite adj. 210 15 101 90 H Calle Acervo
2585 r r.g. 8-28-86 Lot 73 75-9 (E3) 15 101 90 H 2591 8-28-86 Lot 118 75-9
2595 8-28-86 Sitio Baya 75-9 245 :"6
103 106 Ei F-i
2596 8-28-86 Sitio Baya 75-9 246 17 102 92 N
Anden TABLE1 W.O. 1343
SUWARY OF FIELD DENSITY TEST RESULTS
TEST
NO. NOTE MOISTURE DATE LOCATION DRY DEN. TRACT REL. COMP. SOIL ELEVATION x pcf X TYPE
2598 346 H
2598 r E-Z Lot 119 75-9 Lot 119 75-9 346 :4" 1:: ii
2600 8:29&i Terraza Disoma 75-9 288 :: 106 i: t)
2601 8-29-86 Terraza Disoma 75-9 300 1:: N
2602 8-29-86
.2603 8-29-86 :2 ::9' 75-9 75-9 E‘ :z
92
105 tl
2604 8-29-86 Terraza Disoma 75-9 265 14 102 ;: H
2606 8-30-86 Lot 118 75-9 350 16 110 ii; K
2607 8-30-86 Lot 117 75-9 350 103
2608 8-30-86 Lot 119 75-9 348
:: 105 k
2609 s 8-30-86 Lot 133 75-9 16 107 ;: W
2610 s 8-30-86 Lot 134 75-9
ii"5 18 105 91 0
2614 g-02-86 Lot 117 75-9 352 104 91 W
2615 g-02-86 Lot 118 75-9 351 :i 2615 r g-02-86 Lot 118 75-9 351 14 1: ii i
2619 g-02-86 Terraza Disoma 75-9 283 102 91 H
2620 g-02-86 Terraza Oisoma Terraza Disoda 75-9 271 :: 101 90
2621 g-02-86 75-9 274 13 101 90 L/
2622 g-02-86 Terraza Disoma 75-9 294 14 102 91 H I
2623 g-03-86 Lot 116 75-9 355 2623 r 9-03-86 Lot 116 75-9 355 :t 10’; ii !
2624 g-03-86 Lot 117 75-9 353 102 92 N
2625 g-03-86 Mision Estancia 75-9 246
:; 101 91 N
2626 g-03-86 Mision Estancia 75-9 250 N
2626 r g-03-86 Mision Estancia 75-9 250
:i 10’: ii
N
2627 g-03-86 Lot 112 75-9 364 13, 101 90 2628 g-03-86 Sitio Baya 75-9 252 13 103 92 Yi
/ 1 1 1 / /
Anden TABLE1 W.O. 1343
SUMIARY DF FIELD DERSITY TEST RESULTS
TEST
NO. NOTE DATE LOCATION DRY DEN. TRACT ELEVATION TTURE pcf RTL.%cwp- SOIL TYP.E
2629 g-03-86 Sitio Baya 75-9 260 102 91 H
2630 g-03-86 Sitio Baya 75-9 267 :: 103 92 H
2631 g-04-86 Mision Estanc'ia 75-9 256 102 N
2633 g-04-86 Lot 113 75-9 :i 103
ii;
H
2634 g-04-86 Lot 114 I 75-9 :ii :: 106 W
2635 g-04-86 Lot 112 75-9 366 103
ii
H
2636 g-04-86 Lot 113 75-9 103 H
2637 g-04-86 Lot 115 75-9 E :: 103 ;z N
2638 s 9-04-86 Lot 121 75-9 339 103 90 W
2639 s g-04-86 Lot 122 75-9 328 :: 103 W
2640 s g-04-86 Lot 122 75-9 322 13 101 ii H
2641 g-05-86 Offsite adj. 370 10. 98 87 H
Lot 111
2641 r g-05-86 Offsite adj. 370 15 103 92 H
Lot 111
2642 9-05-86 Lot 113 75-9 367 101 N
2643 s g-05-86 Lot 133 75-9 348
::
103
ii W
2644 s g-05-86 Lot 132 75-9 340 105 2645 g-05-86 Lot 112 75-9 368 :: 105 ;: t:
2646 g-05-86 Lot 132 75-9 314 106 W
2647 g-05-86 Lot 133 75-9 316
:i 104
i:
W
2649 g-06-85 ::: ::: 75-9 '. 316 :: 103 92 H
2650 g-06-86 75-9 317
2651 g-06-86 Lot 112 75-9 370 19 1:: i: H N
2652 g-06-86 Offsite adj. 373 10 98 87 H
Lot 111
-_
Anden TABLE1 W.O. 1343
SUmARY OF FIELD DENSITY TEST RESULTS
TEST NOTE QEVAiIDN
MOISTURE NO. DATE LOCATION DRY DEN. TRACT REL-%cwp~ SOIL X wf TYPE
2650 r g-08-86 Lot 133 75-9 317 101 90 H
2653 s g-08-86 Lot 123 75-9 314 :: 103 2654 s 9-08-86 Lot 130 75-9 322 103 ii ::
2655 s g-08-86 Lot 132 75-9 102
::
91 H
2656 s g-08-86 Lot 133 75-9
2:
:: 105 93 2657 s g-08-86 Lot 134 75-9 325 106 91 !
2658 g-08-86 Lot 133 75-9 318 106 W
2659 g-08-86 Lot 134 75-9 318 :z 104
;: W
2660 r.g. g-08-86 Lot 133 75-9 (319.0) 14 103 90 W
2652 r g-09-86 Dffsite adj. 373 14 101 90 H Lot 111
2661 9-09-86 Lot 112 75-9 372 106 G
2662 g-09-86 Lot 112 75-9 374
::
107
;: G
2663 g-09-86 Lot 113 75-9 375 :z 104 91 W
2666 9-09-86 Sitio Borde 75-9 104 2667 r.g. g-09-86 Lot 118 75-9 (Z.7) 8 100 ii :
2668 g-10-86 Lot 112 75-9 374 87 W
2668 r g-10-86 Lot 112 75-9 374 :: lo”: W
2669 g-10-86 Sitio Borde 75-9 363 103 ;: W
2670 g-10-86 Lot 113 75-9 369
ii:
101 H
2671 g-10-86 Lot 114 75-9 363 102 ii!
2672 g-10-86 Dffsite adj. 375
::
101 90 I4 Lot 111
2673 g-10-86 Lot 111 75-9 368
2674 9-10-86 Lot 112 75-9 376 ::
103
i:
H
102 H
2675 9-10-86 Sitio Baya 75-9' 279 :: 103 90 2676 g-10-86 Sitio Baya 75-9 276 104 91 ii
Anden TABLE I W.O. 1343
rEST NO. NOTE
2677 r.g.
2678 s
2680 2681 2682 2683 2684 2601 r
2685 r.g.
2686 s 2687 s
2688 r.g.
2689 2690
2691
2:: rsg*
2694 2700
2701
2702
2703
2704
2733 2734 2692 r r.g
SE r r*g
DATE LOCATION ' TRACT ELEVATION
9-11-86
9-11-86 9-11-86 9-11-86 9-11-86 9-11-86 9-11-86
9-11-86
9-11-86
9-11-86 9-11-86 9-11-86
Lot 87
Lot 87 Avenida Diestro Avenida Diestro
Avenida Diestro
Avenida Diestro Avenida Diestro
Terraza Disoma
Lot 113
Lot 113 Lot 114 Lot 80
9-12-86 Corte Cardo
g-12-86 Avenida Diestro
9-12-86 Avenida Diestro
9-12-86 Lot 111
9-12-86 Sitio Baya 9-12-86 Sitio Baya
9-12-86 Sitio Baya 9-12-86 Sitio Baya 9-12-86 Sitio Baya 9-12-86 Sitio Baya 9-12-86 Avenida Oiestro
75-9 75-9 75-9 75-9
75-9
75-9
75-9 75-9
75-9 75-9 75-9 75-9
75-9
75-9 75~-9
75-9 75-9 75-9 75-9 75-9
75-9
75-9 75-9
75-9 75-9
75-9
75-9 75-9
(E7)
371
373 375
373 262 300
'F' 365
(334.1)
311
356 347
%F 280
265
264
279
275
353
9-18-86 Sitio Borde 9-18-86 Sitio Borde 9-18-86 Lot 111 9-18-86 Lot 118 9-18-86 Avenida Diestro
363
365
(365.6)
%*7)
SUIMARY OF FIELD DENSITY TEST RESULTS
,
MOISTURE DRY DEN. % wf
:: :i :: :: :i ::
::: :I) :: :i :i
14
::
:i
14
104 105
103 104
:z 101 100
106
103
104
103
105
103 104
1:;
103
102
103
102 103
105
105
104 104 103
104
REL*%CwP*
91
92
90
92 90
i: 90
ii!
;:
;;
SOIL
TYPE
z
W
1:
W
H
N
W
;
'W
W
W
t:
tl
H
H
i
W
W
t:
W
W
) 1 I / I I / /
Anden TARLEI W.O. 1343
SIRMARY OF FIELD DENSITY TEST RESULTSI
TEST DRY DEN. SOIL NO. NOTE DATE LOCATION TRACT ELEVATION YTURE wf RR*%cwp* TYPE
2740 s 9-19-86 Lot 44 adj. Lot81 75-9 325 10 97 85 W
2741 .s g-20-86 Lot 44 adj. Lot 83 75-9 320 -: 120 91 2742 s g-20-86 Lot 44 adj. Lot 86 75-9 330, 119 90 : 2743 s g-20-86 Lot 44 adj. Lot 89 75-9 331 119 S 2744 s g-20-86 Lot 44 adj. Lot 92 75-9 338 : 120 if 'S 2745 s g-20-86 Lot 44 adj. Lot 95 75-9 335 7 119 90 S
2740 s r 9-22-86 Lot 44 adj. Lot 81 -75-9 325 10 98 86 W
2746 9-24-86 Mision Estancia 75-9 245 14 102 91 H
1507 5 r 9-27-86 Lot 44 adj. Lot 86 75-9 350 14. 101
1509 s r 9-27-86 Lot 44 adj. Lot 91 75-9 351 :: 101
2 H
H 1512 s r 9-27-86 Lot 44 adj. Lot 98 75-9 361 101 H
1513 5 r 9-27-86 Lot 44 adj. Lot 99 75-9 364 103
zi
H
1568 s r 9-27-86 Lot 44 adj. Lot 83 75-9 ::
:i 101 2740 s r 9-27-86 Lot 44 adj. Lot 81 75-9 15 103 ii t)
r = retest s = slope test
r.g. = rough grade
O.P. = observation pit, deioting visual and tactile observation. Fill composed of graded blend of rock and soil. At obser-
vation location, ma:erial was found to be relatively dense with minimal voids Ind suitable aoisture.
Anden
TABLE II
W.O. 1343
SOIL TYPE
A
B
C
D
E
F
G
H
I
J
K
L
M
N
0
P
Q
SUMMARY OF LABORATORY MAXIMUM DENSITY/OPTIMUM MOISTURE TEST RESULTS
TRACT 75-9
SOIL DESCRIPTION
(USCS)
Silty sand, fine to medium grained,
light orange-brown (SM)
Silty sand, very fine to fine grained,
light brown to gray (SM)
Silty clay, traces of gypsum and fine
sand, gray-green (CL)
Silty clay, blue-gray (CL)
Sandy clay, very fine grained, trace of
caliche, gray-green (K)
Sandy clay, fine grained, dark gray-brown
(CL)
Silty clay, brown (CL-ML)
Silty clay, olive brown (CL)
Silty clay, brown (CL)
Silty sand, very fine to fine grained,
pale brown (SM)
Sandy clay, fine grained, green-gray,
brown (CL)
Silty clay, olive brown (CL)
Silty clay, gray-brown (CL)
Silty clay, green-gray (CL)
Sandy clay, very fine to fine grained,
pale brown (ML-CL)
Silty clay, reddish-brown (CL)
Sandy clay, fine to medium grained, gray-brown (CL)
MAX IMUM
ORY DENS.
(PCf)
116.0
OPTIMUM
MOISTURE
(X)
13.0
111.0 17.0
117.0 14.0
115.0 15.0
116.0 14.0
109.0 17.0
116.5 13.5
112.5 16.0
105.0 20.0
120.0 12.0
118.0 14.0
111.0 17.0
103.5 20.0
111.0 16.5
116.0 14.5
116.0
117.0
14.5
14.5
EBERHART L STONE, INC.
Anden W.O. 1343
SOIL TYPE
R
TABLE II (cont.1
SUN4ARY OF LABORATORY MAXIMUM DENSITY/OPTIMUM MOISTURE TEST RESULTS
TRACT 75-9
SOIL DESCRIPTION
(USCS)
Clayey sand, fine to medium grained,
with rock fragments, reddish-brown (SC)
Sandy gravel derived from volcanic rock, with clay, light brown (GW)
MAXIMUM DRY DENS.
(PCfI
123.5
OPTIMUM
MOISTURE
(%I
. 11.0
132.0 8.5
137.5 7.0 ,.. Silty sand, fine to medium grained, dis-
integrated granite, with gravel, gray (SW)
Silty sand, fine to medium grained, 125.0 12.0
yellow (SM)
Sandy gravel derived from volcanic rock, 129.0 9.0
with silt, brown (GW)
Silty sand, fine grained, light brown (SM) 114.0
Silty clay, with fine grained sand, 113.0
yellow-brown (CL)
15.5
17.5
Silty sand, fine grained, gray (SM) 117.0 14.5
EBERHART L STONE,INC.
Anden W.O. 1343
LOT EXPANSION POTENTIAL LOT EXPANSION POTENTIAL
NO. INDEX EXPANSION NO. INDEX EXPANSION
l-3
4-6 7-10 11-13
14-15
16-17
18-20 21-23
24-26 27-30
32?3
35::6
:;
ii 41
2 45-47
48-49
50-52
53-55 56-57 58-61
62-63
64-66
97
'92
1::
1;;
10’:
106
1;:
91
9’2
FE 97
ii
94
149:
144
1:: 91
;:
96
High
High
High
High
High High High
High
Hiqh High
High,
High High
High
High High
High High High High
High Very High
Very High
High High
High High
High High
67-68
69-70
71-73
74-75
76-78
79-80
81-83
84-87
88-90 91-94 95-98
99-102
103-105
106-108 109-111 112-113 114-116 117-118 119-120
121-122 123 124 125-127
128 129
130-131 132-134
135-138
;i
110
1:63
::
;z 91
ill
:!
4
106
112 111
113 115 97
;1:
115
;i
Hiqh Hibh
High
High
High Medium
Medium
Low Low High Low
Low
Low Low Low High High High Hig,h
Hiqh High
High
High
High
High Low High
High Very High
TABLE III
SOWARY OF LABORATORY EXPANSION INDEX TEST RESULTS
TRACT 75-9
ERERHART R STONE. INC.
Anden
LOT
NO., -
:
i
E
;
9
::
12
::
::
:;
::
2 23
24
;z
zi
29
i:
32
ii
:z
37
ii
::
42
43
:z
47
APPROXIMATE MAX. LOT APPROXIMATE MAX. LOT
DEPTH OF FILL (ft.1 NO. DEPTH OF FILL (ft.) NO.
8
10
11
~74
13* 20
201 10 9 74
7f
71 7f cut
cut
cut cut
158:
14
9 10
81 11
194
29
45 444 38 51
cut
cut cut 1
cut
cut
cut
cut
cut
cut
cut
cut
cut
23
if*
TABLE IV
APPROXIMATE MAXIMUM DEPTH OF FILL
TRACT 75-9
ii :; :: :z i! 58
z'o
61
i:
iii
66 67
68
69
::
72
73
;z
76
:i
E
ii
83
iz
z
ii
if
;:
184
::i
L 10
4"
i 10 14
$9”
ii*
i:: 42
cut
cut
:i
74 9
:i
9
::
71 cut
A
2
364
;:t llf
%
;it
20f 21
94
;: 97
it? 100
101
102
103 104
105 106
107 108 109 110 111
112 113 114 115 116
117
118 119
120 121
122 123 124
125
126 127 128
129
130
131
132 133
134
135 136
137 138 139
W.O. 1343
APPROXIMATE MAX. DEPTH OF FILL (ft.)
22
22
ii:
17
154 7 4 4
3
::
:: 14
:;*
9
::
EBERHART I STONE, INC.
’ ,’
.. A’nden
/ ,
TABLE V, Tract 75-9 W.O. 1343
clllnfzl ,lr,ec cnm DCt2lmCUtlAl Cnll.IF..-I~.I~ ,.1-e.-... A.. a-.. _.I_. ..-.-..
LOT
Y”IYLLII.La V”I. RLJIYCI. I I-L r”“RYn I I”rnS CIA3C” UN >“,I. kXPANS,“pJ
POTENTIAL .FOOTlNCS
EXPANSION SLABS
(UBC 29-2) EMBEDMENT REINFORCEMENT THICK. REINFORCEMENT PRESAT. BASE
1 STORY 2 STORY COURSE
Very Low
(O-20)
12” perimeter 18” perimeter 12” Interior 18” Interior
erimeter 2 No. 4 bars: 12” perimeter 18” 12” interior 1 top, 1 bottom
18” perimeter 2 No. 4 bars: 4” net 18” perimeter
12” interlor 18” interior VX~~‘; #6x#6 120% of 4” 1 top, 1 bottom W.W.F. optimum
or moisture
No. 3 bars 8 24”
O.C. each way
l-43
50- 78
91-94
112-129
132-138
High
(91-130)
24” perimeter 24” perimeter 4 No. 4 bars:
12” interior 18” interior 2 top, 2 bottom
2 No. 6 bars:
1 top, 1 bottom
12” Interior 18” lnterlor 6” net No. 4 bars 0 18” 120% of 6” 2 top, 2 bottom O.C. each way optlmum
or or moisture -
2 No. 8 bars:
1 top, 1 bottom _;c’
No. 3 bars 8 12”
0.12. each way
Notes on the following page are considered part of this table.
1 / I 1
*. _. I
Anden NOTES TO TABLE V W.O. 1343
1)
2)
3)
4)
5)
6)
7)
8)
9)
10)
These guidelines are based on site soil expansion and should not preclude more restrictive structural or agency requirements. As an alternative to conventionally reinforced concrete foundations, post-
tensioned structural slab systems, designed by a structural englneer, may be utilised.
Footing embedments should be measured below lowest adjacent grade.
footing excavations should be moist and free of desiccation cracks.
At the- time of concrete placement,
A reinforced concrete grade beam should be constructed across garage entrances, with similar depth
and reinforcement as adjacent perimeter footings,
For soil with a potential expansion greater than “Lows, interior isolated spread footings and/or partial length footings are not recommended.
Where presaturation Is recommended beneath interior slabs,
to the depth of the perimeter footings.
the recommended moisture should penetrate
The moisture content should be tested by the geotechnical consultant 24 hours prior to the placement of concrete. Though presaturation of slab subgrade Is not
a requirement for Very Low and Low expansion potentials, optimum moisture conditions should be maintained
or reestablished just prior to the placement of slab concrete,
Below proposed slabs-on-grade in areas to be tiled or carpeted, a visqueen-type moisture barrier should be placed at grade and be overlain by one inch of protective sand cover, This moisture barrier should
be heavily overlapped or sealed at splices,
Where a base course is recommended beneath interior slabs, it should consist of pea gravel, clean sand,
or other granular material acceptable to the geotechnical cons&ant. The above moisture barrier/sand cover requirement may be included as part of the recommended base course thickness.
Slab reinforcement should be supported at mid-slab height,
Garage slabs should be placed separate from footings. Garage slab reinforcement may be omitted if slab cracking can be tolerated, provided that the slabs are saw cut or jointed for crack control.
For soil with a potential expansion greater than “Low”,
to perimeter footings, slabs should be free-floated or structurally tied Structural ties could be provided by the placement of No,’ 3 bars @ 24” O.C., bent from perimeter footlngs about three feet into the slab,