HomeMy WebLinkAboutCT 73-29; Carrillo Estates; Final Soils Report; 1977-08-05. . .67-i~rlz Street jan Dlego. Calllorn!a 921 10
', Telex 697-841 714-224-2911
Ponderosa Homes, Inc.
Suite 2E 70951 Sorrento Valley Road
San Diego, California 92121
Attention: Mr. Ron Shackleford
WkmdwardDClyde Consultants
August 5, 1977 Project No. 77-105-9F
FINAL REPORT OF ENGINEERING . -i . ~-
" OBSERVATION AND COMPACTION TESTING CARILLO ESTATES UNIT NO. 1 CARLSBAD, CALIFORNIA
In accordance with your request and our agreement dated December 19, 1976,
we have provided soil engineering services in conj ction with the grading of the subject site. These services included: r
(1) Engineering observation of the grading operation; (2) Observation of the preparation of areas to receive fill; (3) Observation of the removal of potentially expansive soil, where
.. -i
encountered, at rough lot grade and replacement with non-expansive
(4) Observation of the removal of hard rock, where encountered, in the soil ;
top two feet of rough lot grade and replacement with select material ;
(5) Taking field density tests in the fill placed and compacted; and (6) Performing laboratory tests on representative samples of the
material used for fill.
GENERAL SITE GRADING
/"-
Site preparation, compaction, and testing were done between February 22
opinion that this earthwork was completed in general accordance with the and July 21, 1977. Based on our observation and testing, it is our
earthwork reconunendations in the Woodward-Gizienski and Associates report entitled "Soil Investigation for the Proposed Carillo Estates, Carlsbad, California," dated September 6, 1973, and the "Specifications for Con-
trolled Fill" in our addendum letter dated October 24, 1975, entitled "Clarification of Slope Stability Analyses and Earthwork Specifications, Carillo Estates, Carlsbad, California."
Fi 11 was placed, compacted, and tested on Lots 71 through 83, and 93
watering and compacting loose soil on the lots prior to placing fill to
through 134. The grading operation essentially consisted of scarifying,
bring the lots to design grades. Potentially expansive soil and oversize rock encountered within the top two feet of rough lot grade was removed and replaced with properly compacted select soil.
Consulting Engineers. Geolcglsts
and EnvironmentalScientlsts
Oltlces in Other Prlnclpal Clttes
S1010.14.26
KA W
1. .,' ,'
.. 'erosa Homes, Inc.
j'ect No. 77-105-9F 5t 5, 1977 Woodward-Clyde Consultants
Jge 2 -
i /,
As the site grading progressed, the compaction procedures were observed, and field density tests were made to determine the relative compaction of the fill in Dlace. Field observations and field density test results
.
"
-~ ~ indicate that the fill has been compacted to 90% or more if maximum laboratory density. The approximate locations of field density tests and the limits of compacted fill have been recorded on a copy of the
grading plan for reference. The results of field density tests and of
are given on the attached forms.
relative compaction, expressed as a percent of maximum laboratory density,
Laboratory tests to determine moisture-density relationships, maximum dry
density, optimum moisture content, grain size distribution, plasticity
on representative samples of the material used for fill. The results characteristics, and strength and swell characteristics were performed
of laboratory tests are given on the attached forms.
FINISH GRADE SOIL CONDITIONS
During the grading operation certain lots were specially treated to pro- vide a specified depth of selected soil at rough grade.
Laboratory tests and visual inspection indicate that nonexpansive fill was placed within two feet of rough grade on all fill lots and on the fill portion of cut-fill lots.
On Lots 93 through 98 potentially expansive soil was excavated and re-
grade and within the limits of the entire level lot. In addition, rock placed with nonexpansive fill to a depth of two feet below rough lot
were removed and disposed of in deeper fill areas in accordance with outcrops existing in areas of shallow cut and fill on Lots 71, 72 and 73
specifications.
A visual inspection of cut Lots 84 through 92 and the cut portion of cut-fill Lots 83 and 99 through 105 at completion of grading indicates
that potentially expansive soil is not evident at rough surface.
FOUNDATION RECOMMENDATIONS - ALL LOTS
Foundations for single or two-story structures placed on nonexpan- sive undisturbed soil or nonexpansive properly compacted fill may be designed for a bearing pressure of 2,000 psf (dead plus live
loads) at a depth of 12 inches below compacted fill or undisturbed
The bearing pressure may be'increased by one-third for loads that cut lot grade. Footings should have a minimum width of 12 inches..
include wind or seismic forces.
Structures that will not tolerate differential settlements (such as .foundations, swimming pools, concrete decks, walls, etc.) should not be located within five feet of the top of a slope. Footings located closer that five feet from the top of a slope should be ex-
feet horizontally from the outside face of the slope. tended in depth until the outer bottom edge of the footing is five
Ponderosa Homes, Inc. August 5, 1977 Project No. 77-105-9F
Page 3
Woodward-Clyde Consultants
GENERAL
The elevations of compaction tests shown as finished grade (FG) tests
correspond to the elevations shown on the grading plans for "Carlsbad Tract No. 73-29, (Carillo Estates Unit No. l)," dated February 22, 1977,
prepared by Rick Engineering Company. Elevations and locations shown in this report are based on field surveys established by others.
Rough lot grade is defined as that grade set in the field by the grade checker from reference stakes established by the surveyor, and repre-
. -i
.- sents rough grade at the time we were inspecting the removal and replace-
" merit of expansive soils. Likewise, the depths of undercutting of expansive soil and/or depths of placement of nonexpansive soil were in accordance with measurements made by and grades set by the contractor's grade checker.
This report covers the fill placed under our observation during the dates specified herein. Additional fill placed after these dates, as well as
the backfill in utility trenches located within five feet of a building and greater than 12 inches deep, or any trench five feet or more from a building and in excess of five feet in depth, should be compacted under the observation of this office and tested to verify compliance wi%h the earthwork specifications for the project. This office should be con- tacted at least 24 hours prior to backfilling operations. Utility . service trenches within five feet of a building that are perpendicular to the building footings and less than 12 inches wide and less than three feet deep are not subject to this recommendation.
The inspections of foundation preparation, types of materials and soil placement and compaction, as well as tests of compaction made during
the local acceptable standards for this period. The conclusions or the period of our services on the subject site, were in accordance with
work with respect to grading, and represent conditions at the date of opinions drawn from the tests and site inspections apply only to our
our final inspection.
We will accept no responsibility for any subsequent changes made.to the
others to properly repair damages caused by uncontrolled action of
site by others, or by uncontrolled action of water, or by failure of
water.
NOO9@%D-CLYDE CONSUL3
Richard P. While, R.E. 21992
JEC/JLHjRPW/EHP/sva
Attachments
(4) Ponderosa Homes, Inc., San Diego (2) Ponderosa Homes, Inc., Irvine
-
COMPACTION TEST RESULTS
.I
JOL ~pu; . CARILLO ESTATES UNIT Yl
JOB NUMBER 77-105-9F (STREETS)
DATESCOVERED March 17, 1977 through July 20, 1977
DATEREPORTED August 5, 1977
PAGE s-1 OF 5-3
114.7 125.5 91.3 MARCH 17 S-1 GAVIOTA LN OPP LOT 65 384 ' 10.5
MARCH 18 5-2 GAVIOTA LN OPP LOT 139 388' 14.3 s-3 GAVIOTA LN OPP LOT 140 392' 10.5
GAVIOTA LN OPP LOT 141 396' 9.9 s-5 FLAMENCO ST OPP 'LOT 142 394' 11.1
. -"
MARCH -i 9 - s-4
"
108.7 115.2 117.0 125.5
92.0 91.7
115.1 114.1 125.5 125.5
91.6
91 .o
FLAMENCO ST OPP LOT 63
FLAMENCO ST OPP LOT 62 410' 398' 13.0 13.6 103.5 104.8 104.0
106.8 107.1
103.6 104.9 106.0 106.0
114.0 114.0
114.0
114.0
114.0
90.7 92.0 91.3
93.7 94.0
MARCH 21 S-6 s-7 S-8 . FLAMENCO ST OPP LOT 1
GAVIOTA LN OPP LOT 142
GAVIOTA LN OPP LOT 138
402 ' 14.9
401 ' 13.0 393' 14.9
430' 15.6 434' 14.3
440 437 ' 13.0 12.3
452' 13.0
MARCH 24 S-9
s-10
APRIL 1 S-11 5-12
.. 112.0 1 12.. 0 SOCORRO LN OPP LOT 29 SOCORRO LN OPP LOT 27 92.3 92.1
S-13
5-14
SOCORRO LN OPP LOT 32
SOCORRO LN OPP LOT 26
SOCORRO LN OPP LOT 35
114.0 114.0
114.0
93.0
93.0
92.5 105.7 105.2 105.0
APRIL 4 S-15
S-17 S-16 sOCORRO LN OPP LOT 32
SOCORRO LN OPP LOT 39 442' 18.3 473 ' 13.0
." ~.~~ 114.0 114.0 92.2 92.0
S-18 SOCORRO LN OPP LOT 37
LA GOLONDRINA ST OPP
468' 14.9
380 ' 13.6
105.0
106.9
107.6
114.0
114.5
114.5
92.0
93.3
94.0
APRIL 13 S-19
5-20 LA GOLONDRINA ST OPP LOT 57 385 ' 14.9 LOT 10
LA GOLONDRINA ST OPP
LOT 58 390' 14.3
396' 12.3
" _< >'* . : .'>
106.1 114.0 93.1 APRIL 19 5-21
.. ~. . : . :. . , . 4 ,. .., . .; " . c
APRIL 21 S-22
. I. .. . .,.. ~. ,.
109.2
..:, . .
118.0 LA GOLONDRINA ST OPP
LOT 9 92.6
108.4 11.8.0 91.9 APRIL 26 5-23 LA GOLONDRINA ST OPP 402'
LOT 57 12.3
LA GOLONDRINA ST OPP 453' 14.9 LOT 49 102.3 111.5 91.7
102.2 111.5 91.6
APRIL 28 S-24
S-25 LA-GOLONDRINA ST OPP 442' 15.6
LOT 51
COMPACTION TEST RESULTS
JoEN~ME ' ' CARILLO ESTATES UNIT #1 DATEREPORTED August 5, 1977
Jos NUMBER 77-105-9F (STREETS)
DATE~COVERED March 17, 1977 through July 20, 1977 PAGE 5-2 of S-3
_c MAY 3 5-26 LA GOLONORINA ST OPP 408 ' 13.0 105.9 114.0 92.9 LOT 56
LOT 58 5-27 LA GOLONDRINA ST OPP 408 ' 13.0 107.0 118.0 90.7
. _" MAY4'
MAY 5
MAY 11
MAY 12
MAY 19
MAY 25
MAY 31
JUNE 1
JUNE 3
* S-28
5-29
5-30
5-31
5-32
s-33
s-34 s-35
5-36
5-37
5-38
s-39 S-40
5-41
s-42 . .,
s-43 s-44
. ..
5-45
5-46
s-47 .
5-48
LA GOLONDRINA ST OPP 412'
408 '
EL PERICO ST OPP LOT 10 412'
LA GOLONORINA ST OPP 417'
LA GOLONDRINA ST OPP 411 '
EL PERICO ST OPP LOT 11 417'
LA GOLONDRINA ST OPP EL PERICO ST OPP LOT 10 422' 422'
LA GOLONDRINA ST OPP 418'
LA GOLONORINA ST .OPP LOT 57
LOT 59
.~ .. ~ .. . . .
LOT 56
LOT 9
LOT 55
LOT 57
LA GOLONORINA ST OPP 427' LOT 11 LA GOLONDRINA ST OPP 431 '
EL PERICO ST OPP LOT 10 426' LOT 54
EL PERICO ST OPP LOT 23 . 441'
EL GAVILAN CT OPP LOT 24 310'
EL GAVILAN CT OPP LOT.23 315'
EL GAVILAN CT OPP LOT 78 320' EL GAVILAN CT OPP LOT 325' 125
EL GAVILAN, CT OPP LOT 126
123
330'
EL GAVILAN CT OPP LOT 330'
EL GAVILAN CT OPP LOT 335'
EL GAVILAN CT OPP LOT 335' 125
123
11.7
14.9
14.3
11.7
14.3
11.1
12.3 14.3
11.7
15.6
12.3
14.3 14.9
12.3
13.0
13.0
14.3
13.0
13.6
14.3
14.3
107.3
106.9
107.0
110.5
107.2
104.2
106.2 106.3
105.0
110.2
106.3
105.7 105.0
105.8
104.9
107.0
106.0
108.0
109.0
106.2
106.0
118.0
118.0
114.0
118.0
118.0
114;O
114.5 114.5
114.5
..
115.0
114.5
114.5 114.0
115.0
115.0
115.0
115.0
115.0 .
115.0
115.0
115.0
91 .o
90.5
93.8
93.6
91 .o
91.5
92.7 92.8
91.7
95.6
92.9
92.3 92.1
91.9
91.3
93.0
,92.0
94.0
94.7
92.5
92.3
COMPACTION TEST RESULTS
JOE NCYE
,. CARILLO ESTATES UNIT #1
JOB NUMBER 77-105-9F (STREETS)
DATES~OVERED March 17, 1977 through July 20, 1977 PAGE 5-3 OF S-3
JUNE 6
" . -._
JUNE 7
JUNE 9
JUNE 20
JUNE 22
JUNE 23
JUNE 30
JULY 5
JULY 20
s-49
S-50
S-51 - S-52
s-53
s-54
s-55
S-56
s-57
s-58
s-59 S-60
S-61 S-62
S-63
5-64 S-65
5-66
5-67
5-68
S-69
S- 70
5-71
S-72 5-73
EL GAVILAN CT OPP LOT
EL GAVILAN CT OPP LOT
GAVIOTA LN OPP LOT 76
EL GAVILAN CT OPP LOT
EL GAVILAN CT OPP LOT
LA PALOMA ST OPP LOT
LA PALOMA ST OPP LOT
LA PALOMA ST OPP LOT 79
CAYENNE LN OPP LOT 112
CAYENNE LN OPP LOT 113
CAYENNE LN OPP LOT 109
CAYENNE LN OPP LOT 106
CAYENNE LN OPP LOT 107 CAYENNE LN OPP LOT 111
CAYENNE LN OPP COT 99
128
77
127
124
121
118
CAYENNE LN OPP LOT 101 CAYENNE LN OPP LOT 104
GAVIOTA LN OPP LOT 129
EL GAVILAN CT OPP LOT 79
EL GAVILAN CT OPP LOT 76
EL GAVILAN CT OPP LOT
126
.- - GAVIOTA LN OPP LOT 75
GAVIOTA LN OPP LOT 129 GAVIOTA LN OPP LOT 130 GAVIOTA Lri OPP LOT 132
340'
340'
345'
345'
345'
345'
350'
350'
342' 347 '
347 '
347'
352' 352'
354'
356' 355'
350'
350 '
349'
354 '
355'
360'
384' 370'
13.0
13.0
13.6
13.6
14.9
13.6
11.7
12.3
13.0 12.3
13.0
11.7
15.6 14.3
14.9
18.3 18.3
13.0
14.3
15.6
13.0
77.7
13.6 12.3 14.3
108.5
106.2
110.0
107.2
104.0
105.8
105.0
106.3
105.4 106.5
105.5 108.1
106.7 106.3
104.5
103.8
104.9
106.9
104.6
103.8
107.9
108.3
106.2
108.4 106.0
115.0
115.0
115.0
115.0
115.0
115.0
115.'0
115.0
315i0 115.0
115..0 115.0
115.0 115.0
115.0
111.5 111.5
,115.0
115.0 115.0
115.0
115.0
115.0
115.0 115.0
94.4
92.5
95.5 93.3
90.5
92.0
91.1
92.5
91.5. 92.6
91.6
94.0
92.7 92.5
91 .o
93.0 94.0
93.0
91 .o
90.3
93.7
94.2 '.'*
..92 .5
94.3 92.2
.. COMPACTION TEST RESULTS
JOB NaME '. ,CARILL0 ESTATES UNIT #1
JO~ NUMBER 77-1
May 13, 1977 through July 20, 1977 PAGE 1 OF
MAY 13 317
318 31 9
320
.. .
MAY 17
MAY 18
MAY 19
322 323 324 325
326
327
328 329 330
331 332
333 334
336 335
337 338
339
340 341 342
343 344
MAY 20 346
347 348 349 350
MAY 23 351
352 353 354 . ' 355
LOT 106
LOT 108
LOT 107
LOT 109
LOT 106
LOT 108
LOT 126
LOT 125
LOT 126
LOT 126
LOT 124
LOT 124
LOT 125 LOT 124
LOT 126 LOT 107
LOT 109
LOT 106 LOT 111
LOT 108
LOT 110 LOT 112
LOT, 114
LOT 125
LOT 126
LOT 127
LOT 125
LOT 107
. ~. .-. . LOT 109
LOT 111 LOT 113 LOT 115
LOT 114 ' LOT 112
LOT 110
LOT 108 LOT 106
LOT 107
LOT 109
283 '
288' 283 '
288'
292' 292'
280 ' 285' 285 ' 290'
290'
294' 294' 299'
299' 297'
297 '
297 ' 301 ' 301 ' 301 ' 301 '
301 '
304 '
304' 309'
309 ' 306 '
306'
306' 306'
306' 311 ' 311 '
311 ' 311 ' 311 '
316' 316'
14.3 1413 12.3
13.0
13.0 12.3
13.0 12.3 13.0
14.9
13.6
14.3 13.6
14.9
14.9 14.3
13.6
14.3 13.6 13.0 13.0 14.3
14.3
13.6 14.3 13.0 13.0 12.3
14.3
13.6 13.6
14.9 13.0 14.3
13.6 13.0
13.0
14.9 13.0
105.7 105.1 106.3
106.4
112.9 105.9
106.2
103.5 105.1
106.0
105.0
105.8 106.0 104.0
105.6 106.2
110.0
107.2
106.9 109.0
108.0 107.0
105.9
107.2
106.5 105.0
108.2 105.3
105.1
107.9 108.0 107.6 105.1 106.1
106.0 106.7 107.8
106.9 107.7
114.5 114.5 114.5
114.5
119.5 115.0
115.0 115.0 115.0 115.0
115.0
115.0 115.0 7 1 5 .-0
115.0 115,O
115.0
115.0
115.0 115.0
115.0 115.0
115.0
115.0 115.0 115.0 '115.0 115.0
115.0
115.0 115.0 115.0 115.0 115.0
115.0 115.0 115.0
115.0 115.0
92.3 91.9
92.9 93.0
94.3 92.0
92.5 91.4 94.4 92.3
91.3
92.3 92.0
90.5 91.6 92.5
95.6
93.2 94.7
94.0 92.8
93.0
92.0
92.5 93.3
91.3 94.4 91.6
91.5
93.9 94.0 93.5 91.5 92.4
92.1 92.6 93.6
93 .O 93.5
.. COMPACTION TEST RESULTS
J0'. NAME.' . CARILLO ESTATES UNIT #1 u*TERwoRrEo August 5, 1977
JOB NUMBER 77-105-9F -
DATE.~OVERED May 13, 1977 through July 20, 1977 PAGE OF 7
MAY 25 356 357
358 359 - - 360 - -.c -
MAY 26
.. . .
MAY 31
JUNE 1
JUNE 2
JUNE 3 .. ..- . 384
*
361
362
363 364
. ~. 365 366
367
370 369
371 372
373
374
376 375
377
378
379 380
382
368
381
383
385 386 387
JUNE 6 388 389
391 390
LOT 111
LOT 113
LOT 115
LOT 78
LOT 126
LOT 124
LOT 121
LOT 127 LOT 125
LOT 123
LOT 121
LOT 78
LOT 126
LOT 124 LOT 122
LOT 79
LOT 77
LOT 127 LOT 78
LOT 125 LOT 123
LOT 121
LOT 77
LOT 79 LOT 80
LOT 128 LOT 126
LOT 124
316' 13.0 106.1 115.0 92.4
316' 13.0 106.7 115.0 92.6
316' 15.6 107.9 115.0 93.7 314' 13.6 110.6 115.0' 96.2
314' 13.6 108.0 115.0 93.8
314' 314'
319' 319' 319' 319'
319' 324'
324' 324' 324 '
324'
329'
329' 329' 329'
329'
334'
334' 334'
334' 334 '
334'
14.9 12.3
13.0 13.0 13.6 14.9
13.0 14.3 14.3
12.3 13.6
14.3
13.0 14.9 11.7 14.3 12.3
13.0 14.3
14.9 14.3 13.6
13.0
106.0
105.9
104.8
107.8 104.7
105.2
107.0 104.7 104.7
108.7 105.8
106.8
105.0 105.0
107.5 106.0
104.0 106.1 106.9
105.8 106.2 I
106.9
108.8
115.0 92.2 115.0 92.0
115.0 91.2 115.0 115.0 91.1 93.6
115.0 91.5
115.0 115.0 93.0 91 .o
$15.0 91 .o 115.0 92.0 li5.0 94.4 115.0 92.8
115.0 115.0 91.3 91.3 115.0 94.5 115.0 93.5 115.0 92.2
115.0 115.0 90.5
115.0
92.3 92.7
115.0 115.0 92.0 92.5
115.0 92.7 LOT 122 334' 12.3 108.3 115.0 LOT 120 334' 12.3 108.4 115.0 94.2 '.
LOT 76 339' 13.0 105.1 115.0 , 91.4 94.3
,... ..
LOT 78 339' 14.3 106.0 115.0 92.2
LOT 81 LOT 127
LOT 125
339' 12.3 107.7 115.0 93.5 339' 11.7 108.3 115.0 94.2 339' 12.3 106.8 115.0 92.7 LOT 123 339' 14.9 105.7 115.0 91.9 392 LOT 121 339' 15.6 103.7 115.0 90.2
., COMPACTION TEST RESULTS
JOON-E ' CARILLO ESTATES UNIT #1 DATE REPORTED August 5, 1977
JOO NUMOER 77-105-9F -
DATES~OVERED May 13, 1977 through July 20, 1977 PAGE 3 OF 7
JUNE 7 393
394 395 396 - - 397 - - 398 399 400
~ "C
JUNE 8
JUNE 9
JUNE 10
JUNE 15
JUNE 16
401
403 402
404 405 406
407 408 409
41 1 41 0
41 2 41 3
41 4 41 5
41 6 41 7
41 8
41 9 420
421 422 . 423 424 425 - 426
428 427
430 429
431 . . 432 433 434
LOT 128
LOT 126
LOT 124 LOT 122
LOT 120
LOT 77 LOT 79
LOT 80
LOT 106
LOT 110 LOT 103
LOT 112
LOT 114 LOT 116
LOT 107
LOT 109
LOT 111
LOT 113
LOT 115
LOT 106
LOT 108
LOT 110 LOT 112
LOT 114 LOT 116
LOT 100
LOT 99 LOT 101
LOT 107
LOT 109
LOT 113 LOT 111
LOT 115
LOT 117
LOT 106
LOT 108
LOT 110 LOT 112 LOT 114 LOT 116
LOT 119
LOT 107
344' 13.0 105.1 115.0 91.5
344 ' 13.0 107.0 115.0 93.0
344' 13.6 105.2 115.0 91.6 344' 12.3 110.0 115.0 95.6
344' 11.1 108.9 115.0 94.6
344' 344 ' 12.3 106.0 115.0 92.3
13.0 107.9 115.0 93.7 344 ' 12.3 105.9 115.0 92.0
321 '
321 ' 321 '
321 ' 321 ' 321 '
326' 326' 326' 326' 326' 331 ' 331 '
331 ' 331 '
331 ' 331 '
453' 456' 456'
336' 336 ' 336' 336' 336 '
336'
341 ' 341 '
.341' 341 ' 341 '
341 ' 341 '
346 '
13.0
13.0 14.9
12.3 13.0 11.7
12.3 12.3 13.0 13.0 11.1
12.3 11.7
13.6 13.0
11.7 15.6 12.3 14.3 14.3
13.6
13.6 14.3
13.0 14.9
13.0 13.6
14.3
14.9 13.6 13.6 15.6 13.6 13.6
105.8
108.4 105.0
107.9 107.8 108.1
108.0
105.5 106.1
105.3 107.1 105.0 106.3
104.8 105.4
107.2 104.9 106.5
107.5 104.7
105.2
105.8 105.7
105.5 106.2 106.2 105.3 105.5
107.1 106.3 107.1 109.1
106.6
107.9
115.0
115.0 115.0
115.0 115.c 115.0
115:O
115.0 115.0
115.0 115.0 115.0 115.0
115.0 115.0
115.0 115.0
115.0 115.0 . 115.0
115.0 115.0
114.5 115.0
114.5 114.5 115.0 115.0
115.0 115.0 115.0 115.0 115.0
115.0
.. -
92.0
94.3 91.1
93.8
93.6 94.0
93.9
92.4 91.6
91.5 93.3
92.5 91.1
91.5 91.2
93.4
92.6
91.3
93.5 91 .o
91.5
92.0 91.9
; 92.2 92.7 92.7
91.7 91.6
93.1 92.4 93.1 94.9 93.9
92.7
COMPACTION TEST RESULTS
JOB NAYE'' . CARILLO ESTATES UNIT #1 DATEREPORTED August 5, 1977
JOB NUMBER 77-105-9F -
DATEsCoVERED May 13, 1977 through July 20, 1977 PAGE OF 7
JUNE 17 435
436 437
"
438 . "- 439 - - 440
JUNE 20
JUNE 21
JUNE 22
JUNE 23
JUNE 24
.., , - .
JUNE 27
441 442 443 444 445
446 447 448 449 450
451
452 453 454 455
456 457 458 459 460
461
462 463
464 465
466 467 468
469 470
LOT 109
LOT 111
LOT 113
LOT 115
LOT 117
LOT 120
LOT 95
LOT 95
LOT 81 LOT 80
LOT 82
LOT 106
LOT 108 LOT 110
LOT 112
LOT 114
LOT 116
LOT 119
LOT 107
LOT 109
LOT 111
LOT 113
LOT 115
LOT 117
LOT 120
LOT 106
LOT 108 LOT 110 LOT 112
LOT 107
LOT 81
LOT 80
LOT 81 LOT 82
LOT 95 LOT 94
346 ' 14.3 107.7. 115.0 93.7
346 ' 15.6 107.5 115.0 93.5
346' 14.3 106.7 114.5 93.1
346 ' 14.3 107.6 114.5 94.0
346' 13.6 108.8 115.0 94.6
346' 14.3 106.5 114.5 93 .O
346' 349' 12.3
346'
14.3
13.0 349' 349' 13.0 17.6
349' 349' 14.9
349' 18.3
349'
17.6
349' 18.3 16.9
349 ' 14.9
349' 14.9 353' 15.6 353'
353'
12.3
14.3
353' 353' 14.9
353 ' 19.0 17.6
353' 356 ' 15.6 15.6
356' 11.7
.,.,,. 356' ... . .,. , 13.6.:~ 356' 358'
14.3
351 ' 11.7 13.0
353' 12.3
353' 13.0 355' 12.3 351 ' 11.1 355' 13.0
106.0 104.6 108.5 106.9 107.0
105.0
104.9 104.1
103.8 105.0
104.5
106.1 106.7 106.6
106.3
102.5 104.5
104.0
103.5 103.2
106.6 105.8". 107.0
107.3 105.0
106.0 106.0 105.0 105.2 106.9
115.0
115.0 115.0 115.0
111.5
111.5 .l11'.5
111.5 111.5
111.5
115.0 115.0 115.0 115.0
115.0 111.5 111.5
111..5
71 1.5
.111.5
115.0 115.0 115.0 115.0 115.0
115.0 115.0 115.0 115.0 115.0
92.0 91 .o 94.1 93.0
95.9
94.0
94.0 93.4 93.0 94.1
93.6 92.2 92.8 92.7
92.5
91 .o 92.0
93.3
92.7 92.5
92.6
92.0 93.0
41.5 93.5
92.2 92.1 91.4
92.9 91.5
COMPACTION TEST RESULTS
Jon N6YE ' CARILLO ESTATES UNIT #1 DATEREPORTED August 5, 1977
J~~ NUUSER 77-105-9F -
DATESCOVERED May 13, 1977 through July 20, 1977 PAGE 5 OF 7
JUNE 28 471
472 473
474
" 47 5 - -~"
"
JUNE 29
JUNE 30
JULY 1
JULY 5
JULY 6
JULY 7
476
477
478 479
480
481
482
483
484
485
486 487 488
489 490
491
492
494 493
495
496
497 498
499 500
501
502 503
504 505
LOT 82
LOT 118
LOT 129
LOT 125 LOT 127
LOT 123 LOT 121
LOT 76
LOT 128 LOT 75
LOT 126 LOT 124
LOT 122
LOT 76 LOT 129
LOT 127
LOT 125 LOT 123
LOT 75 LOT 121
LOT 130
LOT 128
LOT 126 LOT 129
LOT 127
LOT 76
LOT 75
LOT 130
LOT 129
LOT 76
LOT 74 ". . . LOT 130 LOT 75 "
LOT 131 LOT 130
358'
351 '
346 '
346 '
346 '
346'
346' 346 '
349' - 352'
349' 349'
349'
352'
352'
352' 352' 352'
352'
356'
356'
356'
355' 358'
357'
358' 360' 360'
363' 363'
366' 366'
369'
.372' 369'
14.9
13.0
13.0 12.3
13.0
13.0 11.7
11.1
11.9
15.6
12.3 13.0
12.3 11.7
15.6
11.7
13.6 11.7
14.3 11.1
13.0
16.9
12.3
16.3
11.7
12.3 14.9 12.3
13.6
14.3
12.3
11.7
12.3
13.0 13.6
105.9
105.9 107.1 107.3
107.0
105.8
110.6 104.0
110.2
108.7
106.2 104.9
105.0
110.2
106.3
104.2 104.1
105.1
106.3 106.9
104.6 109.9
106.9 106.1
104.3
103.8 104.8 106.9
105.2 104.8
106.2 108.7 108.5
106.8 106.9
115.0
115.0
i15.0 115.0
115.0
115.0 115.0 115.0
115.0
115.0
114.0 114.0
114.0
"314.0 115.0
115.0 115.0 115.0
114.0 114.0
114.0
114.0
114.0 114.0
114.0
' 114.0 114.0 114.0
114.0 114.0
115.0 115.0 115.0
115.0 115.0
92.0
92.0
93.1
93.4
93 .O
91.9
96.2 90.5
94.4 95.9
93.3 92 .O
92.0
93.3 95.9
90.6
91.5 90.5
93.7 93.4
91.8
96.4
93.7 93.1
91.6
91 .o 91.9 93.6
92.4
92.0
92.5
94.4 94.3 92.9 93.0
COMPACTION TEST RESULTS
JOB N&ut. CfiRILLO ESTATES UNIT #1
JOB NUMBER 77-105-9F
DITE~~OVERED May 13. 1977 through July 20, 1977 PAGE 6 OF 7
JULY 8 506
,507
508
509
51 0 . -c "
"
JULY 11
JULY 12
JULY 13
JULY 14
JULY. 15
51 1 51 2
51 3 51 4
51 5
516
51 7
519
520
521
522
523 524
525
527
526
528 529
530
531 532
533
534
535
536 . 537
538 539
540
518
LOT 74
LOT 131
LOT 74
LOT 132 LOT 73
LOT 132 LOT 133
LOT 105 LOT 134
LOT 104
LOT 103
LOT 106
LOT 107
LOT 108 LOT 109
LOT 110
LOT 111 LOT 112
LOT 113 LOT 114
LOT 116
LOT 115
LOT 117 LOT 118
LOT 120 LOT 119
LOT 102
LOT 101
LOT 100
LOT 99
LOT 98 LOT 97 LOT 93 LOT 94
LOT 96
FG
FG
FG
FG
FG
FG FG
FG
FG FG
FG
FG
FG
FG
FG
FG
FG FG FG
FG FG
FG FG
FG
' FG FG
FG
373'
376'
377'
330 '
384'
390' 384'
393 ' 359.3'
359.3'
358.9'
359.3' 359.3'
358.4'
358.9'
358.0'
357.5'
357.0'
356.7'
356.2'
355.8' 355.5'
355.2' 353.8'
353.9' 354.0' 358.41
358.0'
357.5'
357.0'
356.5' 354.7'
360.3 357.4'
354.3'
13.6 11.1
13.6
11.7
14.3
13.0 11.1
11.7 13.0
12.3
11.7
13.0
12.3
11.1 13.0
11.7 13.0 1
1
1
1 1
1 1
1 14.9 14.6
14.3 13.6
13.0
12.3 14.9
11.7
11.1 13.0
2.3
3.0 3.0
2.3 2.3
2.3 5.6
1.7
104.8
111.9
105.5 106.0
105.0
105.9 105.0
105.0 105.9
106.0
106.5
107.8 107.7
105.7
103.7
108.0
105.4
105.5
107.9
105.3
106.5 106.1
104.9 108.0
107.2 105.2 104.7
104.0 104.8
108.4
106.3 105.0
105.0 105.9 107.1
115.0
115.0
115.0 115.0 115.0
115.0 115.0
11
,11' 11
11:
11 11
11
5.0 5.0
5.0
5.0
5.0 5.0 5:O
115..0
115.0
115.0
115.0
115.0
115.0
115.0 115.0
115.0 115.0
115.0 115.0 115.0
115.0
115.0
1
1 1
15.0
15.0 15.0
15.0 15.0
15.0
91 .o
97.2
91.6
92.3
91.4
92.2
91.4
91.2 92.0 92.3
92.6
93.7 93.6
91.9 94.4
94.0 91.5
93.8
91.6
91.5
92.6 92.4
91.3 93.9
93.4 91.5
91 .o
90. 5
91.2
94.3
*'92.5 91.1
91.1 92.0
93.2
COMPACTION TEST RESULTS
JO~ NIUE'. . CARILLO ESTATES UNIT #1
JOB NUMBER 77-105-9F
DATEBIZOVERED May 13, 1977 through July 20, 1977
544
. L 545 -- - 546
548 547
. "-
JULY 19 549 550
551
552
553 554 555
556
JULY 20 557 558
559 560
561 562
563
564
565
566
570 571
LOT 95 FG
LOT 80 LOT 81 FG FG
LOT 82 FG LOT 83 FG
LOT 121 FG
LOT 123 LOT 122 FG FG
LOT 124 FG LOT 125 FG
LOT 126.
LOT 127 FG FG LOT 128 LOT 129
LOT 139
FG FG FG LOT 131 FG
LOT 132 LOT 133
LOT 134
FG
FG FG LOT 76 FG LOT 75
LOT 74
LOT 73
LOT 72
LOT 71 LOT 78
LOT 77 LOT 79 LOT 79
FG FG
FG FG FG
FG LOT 78 FG
FG . .- LOT: -. 77 ... ..... , (. ~. . , .~
353.3'
356.2' 358.1'
360.5' 362.9'
354.1'
353.6' 353.1 '
353.3'
355.5'
357.2' 358.5'
360.7'
366.7'
374.4' 382.5'
388.9' 392.7'
395.1' 364.1'
371 .5' 379.1'
386.5' 391.5'
394.7' 347 '
350'
350'
351.4' 353.2'
353.4'
13.0
14.3
14.3
13.0 14.9
14.9 15.6 14.3
14.3
14.9
13.6 13.0
12.3 13.0 14.3
13.6
14.9 14.3
13.0
14.9
14.9 13.6
12.3
14.9
14.3 13.0
14.3
12.3
13.6
13.6
14.9
106.0
104.9 107.9
106.9 104.7
106.0
107.2 110.0
108.7
107.8
108.0 106.7
107.0 105.5
105.2
105.8
105.7 106.5
107.9,
105.0
111.5
109.0
109.3 106.7
106.5 107.0
104.2
106.9
104.8
105.7
105.7
115.0
115.0 115.0
115.0 115.0
115.0 115.0 115.0
115.0
115.0
115.0 115.0
115.0
115.0
'1 1 5.0
115.0
115.0 115.0
115.0
115.0
115.0 115.0
115.0 115.0
115.0 1 1
1
'' 1
1 1
1 5.0
5.0 5.0
5.0
5.0 5.0
92.3
91.2
93.7
91 .o 93.0
92.3
95.7 91.2
94.4 93.6
94.0 92.6
93.1
91.7
92.0 91.5
92.6 91.9
93.6 91.4
96.9
94.7
95.3 92.6
92.5 93.1
90.7 92.7 91.2
91.9 91.9
-
I PLASTICITY CHARACTERISTICS~ 1 I 1 I
150
ZERO AIR VOIDS CURVES
- :- 140 -
CORBLES GRAVEL] S:.I(D CLAY Itlcjml I
100
(3 z 80 ._ ul v) 2 60
I- Z w 40 0 cc E 20
0 1000 100 10 1.0 0.1 0.01 0.001
GRAIN SIZE, mm
MECHANICAL ANALYSIS
DIRECT SHEAR TEST DATA
Final Water Content. %
Apparent Cohesion. psf 260 320 420
Apparent Frictlon Angle. degrees 27 9 15 -
. .LABORATORY COMPACTION TEST . ' . .. ..
. - ". FILL SUITABILITY TESTS I
.. CARILLO 'ESTATES UNIT 1
DFIAWN BY: I*liit; I CHECKED BYd// I PROJECTNO: 77-105-9 I DATE: 3-16-77 I FIGURENO: 4 I-
?.. ~ ..; . ' . . .: ._ WUODWARD.CLY0E COKSULTRF!TS
.. . ... .~ : : , : - .," . .,.
.. . . .: I , .,>.".. _.'( ..
1 2(
1 If
1
101
9c
GRAIN SIZE, mrn
MECHANICAL ANALYSIS
DIRECT SHEAR TEST DATA I ' II
Ory Density, pcf 103
Initial Water Content, Yo 16
Finil Water Content. 06
Apparent Cohesion, psf 340 .
Apparenl Friction Angle. degrees 36
io
'
SWELL TEST DATA 4 I I Initial Dry Density. pcf I101 I
Initial Water Content. ?& I 1A I
Final Dry Density. pcf I101 I , .., , I
Final Water Content. % 22
Load. psf .' ' ~' '
Swell. percent 0.8 " 160 .
.. FILL SUITABILITY TESTS ,. .. - CARRILLO ESTATES UrIIT 1, . ". . .. .,
D~AWNOY: MU& I CHECKED IIY&'{ 1 PROJECTNO: 77-105-9F I DATE: 3-16-77 1 FIGURE NO: ~ ,
WOODVIARO-CLYDE CONSULTAMTS .. ..
-
PLASTICITY CHARACTERISTICS 5
Llquid Limit, % 33
Plasticity Index. %
Classification by Unlfled Soil
Clasrificatlon System
COBBLES 1 , I I GRAVEL 1 , SAND { SILT 6 CLAY
.,
" GRAIN SIZE. mm
MECHANICAL ANALYSIS
. LABORATORY COMPACTION TEST .
FILL SUITABILITY TESTS . .
CARILLO ESTATES UNIT 1 .. .
DRAWNEY&) CHECKEDBY: EIIP/ PROJECTNO: 77-105-9F I DATE: 5-12-77 I FIGURENO -1
.. . WOODWARD-CLYDE CONSULTANTS . '
.,
_* ., .~ , ., .
PLASTICITY CHARACTERISTICS 6 COBBLES 1 1 c~ 1 1 i { SILT 6 CLAY
Liquid Limit, %
Plasticltv Index. %
Classification by Unified Soil
Classification System
ZERO AIR VOIDSCURVES
GRAIN SIZE, mrn
MECHANICAL ANALYSIS
... : * LABORATORY COMPACTION TEST
.: ' . .. . .. . .. ._ ..
..
.,?,., _,.~. . FILL SUITABILITY TESTS ,. . . ?~: ~ -... '~ . I( ,
.~ , . .~. " .. -:
I DATE: 5-12-77 FIGURE NO 2
WOODWARD-CLYDE CONSULTANTS
1 51
r
PLASTICITY CHARACTERISTICS 7 8 COBBLES rn I 1 GRAVELl 1 SILT 6 CLAY -
Liquid Limit, % 31 31
Plasticity Index. % 7 '8 100
Classiflcation by Unified Soil
Classification System SM SM g - 80
2 60
t- z w 40 0 a
ln -ln
3
ZERO AIR VOIDSCURVES !2 20
2.80 SG n
1 3(
11c
1 oc
9c
80
iooo 100 IO 1.0 0.1 0.01 0.001
GRAIN SIZE, rnm
MECHANICAL ANALYSIS
SWELL TEST DATA 7. 8 I
Initial Dry Density. pcf 103 102
Initial Water Content, % 16 14
Final Dry Density, pcf 102 101
Final Water Content. % 22 21
" Load, tnf 160 ' 160
Swell, percent 0.6 1.4
SAMPLE LOCATION , . I
7 I Cut Arm Borrow Pit
8 1 Lot 109 I I I 1
LABORATORY C%MfjTI,C#,-70A
TEST METHOD:
.. SHEAR DISPLACEMENT. inches
I SWPLE DATA 1 I Smnple NO: 14 - I 1
Classification:
Height. inches 0.807
Diameter. inches
Initial Conditions:
Dry Density. pcf 100.9
Hoisture Content. 5 IY.9
After Soaking:
Dry Density. pcf 103.3
Moisture Content. %
Surcharge during soaking:
r , t0nSlsq.ft.
TEST DATA 1
Angle of Friction. degrees 31
Cohesion. psf 450
- NORMAL STRESS,
1
.,
.c ..
..... DIRECT SHEAR TEST
.. tonslsq.ft. . .j
-i ..... ......... _. . <.
., .
.. .... .. , ., .. ,I , ' .. .. CARRI LLO ESTATES
,I
._ . WOCWARD - GIZIENSKI & ASSOCIATES
CONSULTING s0.1~ AND FOUNDATION ENGINEERS AND GEOLOGISTS ., . SAn OIEGO, CALIFORNIA
DR. BY: ALS IAPPROX. SCALE: - - - IPROJ. NO: 73-203
CK'D BY: & IDATE: 8-15-73 IFIGURE NO: 21
..
. ..
y
SWPLE DATA
Sample No: II - 2
Classification:
Height. inches
Diameter. inches
Initial Conditions:
Dry Density. pcf 105.2
Moisture Content. X 14.6 *
After Saaking:
Dry Density. pcf 106.6
Moisture Content. Z 1 13.9
Surcharge during snaking:.
tons/sq.ft.
I TEST DATA I
I Angle of Friction. degrees1 23 I - 0 .02 .04 .06 -08 -10 -12 914 Cohesion. psf 410
~ 1 SHEAR Dl SPLACWENT. inches
0.5 1.0 1.5
,I 2.0
NORMAL STRESS, tons/sq.ft. F DIRECT SHEAR TEST . .
, , .. .. .,
. 2 , :' i ., . ~
.. .~ .~ .... .,.... CARR I LLO ESTATES . ,' '. .. .,
: ., ' ' : : ,. .,;., > .. . , . ..j. ., .. ..~ . . WOOWARD - GI Zl ENSKI & ASSOCIATES .;.. .'. .. ", 1. CONSULTING SOIL AND FOUNDATION EHGINEERS AND GEOLOGISTS . . .. : . . .. . ... , %, . Shn DIEGO, CALIFORNIA
.,. , . "
I .: .. . DR. BY: ALS IAPPROX. SCALE: - - - IPROJ. NO: 7x33
CKTI BY:%~DATE: 8-1573 IFIGURE NO: 20 ... . - .. ..
,. -. x : .t :' . i :. . ., . .$...
0 so3 -06 .09 .I2 .I5 .I8
SHEAR DISPLACEMENT. inches
-
SWPLE DATA 1
Classification:
Sample No: 3 - 3
Height. inches 0.807
Diameter. inches
Initial Conditions:
Dry Density. pcf I 11.6
Moisture Content. $ 9.0
After Soakina:
Dry Density. pcf 114.3
Moisture Content. % 1 7.6
Surcharge during soaking:
tons'/sq.ft.
I TEST DATA
Angle of Friction. degrees 28
Cohesion. osf I 500
0 .. ..I ,.
1.0 , . ,. 2.0
NORMAL STRESS,
.. . .' ,., ~ ?8.,:*:.:,;.2: ' - ..:*I , i-* '. DIRECT SHEAR TEST ..
.. ..., , ,& ~. ..
,: . . ,n:*..:..;r ._ <:::?. . ~ ... CARRILLO ESTATES -
. ..l. ,.? . , I
,
. I ' -. WODWARD - GIZIENSKI & ASSOCIATES
DR. BY: ALS IAPPROX. SCALE: - - - IPROJ. NO: 73-203
CKV BY:%]DATE: 8-15-73 IFIGURE NO: 19
CONSULTING SOIL'AND FOUNDATION ENGINEERS AWD.GEOLOGISTS . ..-. SAN DIEGO. CALIFORNIA
" .02 .04 -0.5 .08 0.10 0.12
SHEAR.DISPLACMNT. inches
SWPLE DATA I
Sample NO: 2 - 5 , 1
Classification:
Height. inches 0.807
Diameter. inches 1.99
Initial Conditions:
Dry Density. pcf 107.0
Moisture Content. 5 13.7
After Soaking:
Dry Density. pcf 107.8 1
Surcharge during =:king: .
ton.slsq.ft.
I TEST DATA I
Angle of Friction. degrees . 25
Cohesion. psf 350
,. ... . , ' DIRECT SHEAR TEST..'";.'.''. ~.
1 . $$ '' - .,
~ ..
..
-, ,, .. , I .~
,/ ., .. . , ': . ' .. CARRILLO 'ESTATES :.,..,,::!: ..
,.. ... .. , .. .
., ... I , ,.~- . . , . .. .
.. .. . MOWARD - GlZl ENSKI h ASSOCIATES +&&+..
.. ~.. DR. BY: ALS IAPPROX. SCALE: - - - IPROJ. NO: 73-213
. .~. . .. .. .. CONSULTING SOIL AND FOUNDATION WGINEERS AND GEOLOGISTS-.
,, . .
I
SbN DIEGO, CALIFORNIA '".' ' ' ~ ,. .
.x. ..
.. .. . . . .. .. : . . . ,. 1 i