HomeMy WebLinkAboutCT 80-33; Palomar Airport Business Park Phase II; Soils Report; 1982-03-09-
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EARTHWORK OBSERVATION AND
TESTING SERVICES
FOR
PALOMAR AIRPORT BUSINESS PARK
PHASE II
CARLSBAD, CALIFORNIA
MARCH 1982
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ENGINEERING DEPT. LIBRARY
City of Carlsbad
2075 Las Palmas Drive Carl&ad CA92009459
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ROBERT PRATER ASSOCIATES Robed R~ Pmer, C.E. 1942.1980
Consulring Sal. Foundorion 8 Geoiagicol Engineers Wm Dowd Her,,&,. C.E
March 9, 1982
218-3D. 4476
Palomar Airport Business Park
6361 Yarrow Drive, Suite A
Carlsbad, California 92008
Attention: Mr. Bernard W. Cilmore
Re: Earthwork Observation and Testing Services
Palomar Airport Business Park - Phase II
City of Carlsbad Tracts No. 80-33 (Lots 1 throug 8) and 80-34
(Lots 1 through 7, 10, 11, and 17)
Carlsbad, California 0 -
Gentlemen:
In accordance with your request we have provided earthwork observation and
testing services in connection with the subject project. We previously~per-
formed a geotechnical investigation for the site the results of which were pre-
- sented in our report titled “Ceotechnical Investigation, Palomar Airport
Business Park - Phase II, Carlsbad, California,” dated September 17, 1977. In
addition, a soils condition update report dated December 18, 1980, was issued
for the site. -
During the period of April 27 through December 15, 1981, our representatives
were present at the site to observe the earthwork operations and to provide
field density testing services. The results of the field density and laboratory
compaction tests are presented in the attached Tables A and 8, respectively.
The approximate locations of the field density tests for the mass grading
- operations are shown on the attached grading plans; Tract 80-33, Sheet 2 of 3,
and Tract 80-34, Sheets 2. 3, 4, and 5 of 6.
Based on our observations and the attached test results, it is our opinion that - the following items of work have been satisfactorily completed in accordance
with the recommendations of the geotechnical investigation report:
TRACT 80-33
1) The mass grading operations as referenced by Test Nos. l-6, 9-110,
387-394, 415-420, 423-425. and 472-477.
2) Sewerline trench backfills as referenced by Test Nos. 459-471,
480-483, and 506-507.
lOXI5 Rorelle Street, Son Diego. CoElornio 92121 . 1619) 453-5605
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March 9, 1982
218-3D. 4476
Page 2
3) Storm drain trench backfills as referenced by Test Nos. 508-511,
516-517, 520-523, 535-537, 593-597, 604-605, 752-757. 835-838. and
847-850.
4) Waterline trench backfills as referenced by Test Nos. 571-574.
5) Electrical trench backfills as referenced by Test Nos. 722-726, and
730.
61 Pavement subgrade soils (Las Palmas Drive) as referenced by Test Nos.
791-795 (90 percent relative compaction required by City of Carlsbad).
7) Pavement base layer [Las Palmas Drive) as referenced by Test Nos.
809-813, and 846.
TRACT 80-34 -
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2)
3)
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4)
5)
6)
7)
8)
The mass grading operations as referenced by Test Nos. 7-6, 111-317,
320-329, 346-350, 357-386, 395-398, 402-414, 421-422, 426-435,
440-445, 450-458, 478-479, 488-491, 500-505, 512-515, 518-519,
524-534. 538-556, 562, 569-570, 575-579. 583-587, 598-599, 610-614,
743, and 747-751.
Sewerline trench backfills as referenced by Test Nos. 600-603,
606-607, 615-633, 644-648, 651656, and 741-742.
Storm drain trench backfills as referenced by Test Nos. 318-319,
330-345, 351-356, 399-401, 484-487, 492-499, 657-673, 705-708,
744-746. and 824.
Waterline trench backfills as referenced by Test Nos. 436-439,
446-449, 557-561, 608-609, 634-643, 649-650, 678-701, 715-717,
818-823, and 851-856.
Electrical trench backfills as referenced by Test Nos. 580-582,
709-714, 718-721, 727-729. 731-740. and 766-767.
Box culvert trench backfills as referenced by Test Nos. 563-568,
588-592. 674-677, and 702-704.
Pavement subgrade soils as referenced by Test Nos.758-765, 780-790,
814-817, and 825-834 (90 percent relative compaction required by City
of Carlsbad).
Pavement base layer as referenced by Test Nos. 766-779, 796-808, and
839-845.
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Palomar Airport Road Wideninq - North Side
March 9, 1982
218-3D. 4476
Page 3
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1) The mass grading operations as referenced by Test Nos. 1-13, and
15-23.
2) Storm drain trench backfill as referenced by Test No. 14.
3) Pavement subgrade soils as referenced by Test Nos. 24-31 (90 percent
relative compaction required by City of Carlsbad).
4) Pavement base layer as referenced by Test Nos. 32-35.
During the mass grading operations for Tract 80-34, approximately 45,000 cubic
yards of loose alluvial soils were removed along the southern portions of Lots
10 and 11. The resulting excavation was backfilled with compacted structural
fill.
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Based on our observations and the attached test results it is our opinion that
Lots 1 through 8 of Tract 80-33 and Lots 1 through 7, 10, 11, and 17 of Tract
80-34 have been properly constructed in accordance with the recommendations of - the geotechnical investigation report with the following exceptions:
11 Lot 17 of Tract 80-34 is presently being utilized for stockpiling of
excess materials. Elevation 198 was the last reported test elevation.
Accordingly, earthwork observation and testing services will be
required when this lot is developed for building purposes.
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2) A recent field inspection of the project site indicated that at the
southeast corner of Lot 8 of Tract 80-33, loose soils apparently from
the excavation performed for the brow ditch were placed on the fill
slope; these soils should be removed. In addition, backfilling around
the headwall needs to be completed.
3) On the north side of Palomar Airport Road, a significant amount of
erosion has occurred. This has been discussed with Mr. Henry Worley,
the Civil Engineer for the project. This erosion problem should be
corrected and the toe of the fill slope repaired including backfilling
of the culvert headwall.
Work remaining at the site which will require additional earthwork inspection
services would be associated with the finish grading operations for the lots
when any future building pads and parking areas are constructed. It should be
noted that during the mass grading operations some selective grading was per- ,
formed in order to provide a non-expansive soil layer for the lots. However as
individual lots are developed and details regarding the proposed construction
(including grades) on individual lots become available, the soil engineer
should be consulted for specific foundation, concrete slab, and pavement recom-
mendations relative to the geotechnical conditions present on any one lot. In
particular, the presence of expansive soils on some of the lots may require
special treatment of the foundation soils and/or special design features in the
proposed buildings in order to minimize the possible detrimental effects of the
expansive soils.
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March 9, 1982
218-m. 4476
Page 4
Our services consist of professional opinions and recommendations made in
accordance with generally accepted geotechnical engineering principles and
practices. This warranty is in lieu of all other warranties either express or
implied.
If there are any questions, please call.
Very truly yours,
ROBERT PRATER ASSOCIATES
J*ohn LaBar, RCE No. 22.385
JLB:Is
Attachments
Copies: Addressee (3)
Henry Worley Associates, Attn: Mr. Henry Worley (2)
I ! I I I I I I I I I I I I 1 I I ,
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TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
5.t
lo, Date of Test Test Locatlon
5/05/ai
5loslal
5/05/al
5/05/al
5/06/81
5/06/81
5/07/81
5/07/ai
51oa/ai
5/08/81
5loalal
s/08/81
5/oa/al
5/oa/al
Tract 80-33 - Embankment
Lot 2
Lot 2
Lot a
Lot 3
Lot a
Lot a
Tract 80-34 - Embankment
Lot 17
Lot 17
Tract 80-33 - Embankment
Lot 4
Lot 4
Lot 4
Lot 4
Lot 4
Lot 4
Approximate Water Dry Elevation Content Density
[Feet) (%I Ipcfl
212 14 92.2
212 ia 105.1
226 14 104.6
200 11 105.4
224 15 105.4
224 16 104.0
104.0
105.8
107.3 93 4 Slope Area
107.5 93 4 Slope Area
106.9 93 3 Slope Area
101.5 a9 3 Test failed, see #14
108.4 90 6 Toe Key
103.7 91 3 Retest of #12
Notes: 11 “Compaction Curve No.” refers to Table 6.
2) Unless otherwise noted elevations shown are to nearest foot.
Degree of
Compaction Compaction
(%I Curve No. Remarks
al 3 Test failed, see #2
92 3 Retest of #l
91 3 Slope Area
91 4
91 4 Slope Area
90 4 Slope Area
91 3
92 4
I I I 1 ! ) I I I ) I I I I I I ‘21” I
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-70. ASTM D3017-79)
ist
& Date of Test
5/11/81
5llllSl
5/11/61
5/ii/ai
5/11/61
5/11/61
5/11/81
5/12/ai
5/12lal
5/12/al
5/12/61
5/12/81
5/12/81
5/13/91
5/13/61
5/13/81
5/13/61
Approximate Water Dry Degree of
Elevation
(Feet)
Content Denslty Compaction Compaction
(pcf) (%I Curve No.
Lot 4
Lot 4
Lot 4
Lot 4
Lot 4
Lot 2
Lot 2
Lot 2
Lot 2
Lot 2
Lot 2
Lot a
Las Palmas Dr. N. of Lot a
Lot 4
Lot 2
Lot a
Lot 9
168
166
190
199
190
204
202
206
204
206
208
229
215
192
206
226
223
(%)
20
17
12
11
13
22
15
16
20
9
11
14
11
8
16
11
10
104.8
112.5
111.6
110.6
109.9
106.9
110.6
111.3
113.9
109.6
105.3
108.9
109.4
106.0
107.4
103.7
106.9
Remarks Test Location
91 4
93 6
93 6 Slope Area
92 6 Slope Area
91 6
93 4 Slope Area
92 6 Slope Area
92 6 Slope Area
95 6
95 3
92 3
94 4
96 5
88 6 Slope Area
93 4
91 5
93 4
Notes: 11 “Compaction Curve No.” refers to Table B.
21 Unless otherwise noted elevations shown are to nearest foot.
, 1 I I I I I I , I I I I I ‘218 ’ I
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TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
Approxlmate Water
zst Elevation Dry
lo, Date of Test Test Location
Content Denslty
(Feet) (%I (pcfl
,
1
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1
1
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P
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,
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I
5/13/81
5/13/81
sll3lai
5113181
5/14/ai
5/14/81
5114/81
sti4lai
5/14/81
5/i4/ai
S/14/81
5/14/81
5/15/81
5115/al
5/15/81
5/15/8’1
5/15/al
Lot 2
Lot 4
Lot 1
Lot 2
Lot 1
Lot 1
Lot 3
Lot 3
Lot 2
Lot 8
Lot 2
Lot 3
Lot 1
Lot 3
Lot 1
Lot 3
Lot 3
204
192
196
206
198
200
197
199
216
218
209
202
202
204
204
192
194
12
11
12
15
18
20
24
14
16
24
18
14
13
14
14
16
14
109.5 95
114.1 95
111.8 93
115.3 96
110.9 92
109.1 91
111.3 92
111.7 93
110.0 91
110.4 93
109.8 95
111.9 93
110.3 92
111.9 93
114.0 95
110.3 96
106.6 92
Degree of
Compaction
(%I
Compactlon
Curve No.
4
6
6
6
6
6
6
6
6
2
‘4
Remarks
Slope Area
Slope Area
Slope Area
Notes: I) “Compaction Curve No.” refers to Table B.
2) Unless otherwlse noted elevations shown are to nearest foot.
I I I I I I I I I I I I / I I I ‘2lb ’
TARLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
st
c Date of Test Test Location
Approximate Water
Elevation Contenl
(Feet) (%I
5/15/81 Lot 3 196 14
5/16/81 Lot a 221 12
5/16/81 Lot 2 215 14
5/la/al Lot a 224 13
sllalai Lot 2 214 14
5/18/al Lot 2 211 14
slla/ai Lot a 225 15
5/la/ai Lot 2 209 16
sllalsl Lot 2 212 16
s/is/at Lot a 226 12
5/18/.81 Lot 2 213 12
5/19/al Lot 1 192 13
5/19/81 Lot 2 217 11
5/19/81 Lot 8 228 12
5/19/81 Lot 3 192 12
5/19/81 Lot a 221 14
S/19/81 Lot 8 223 14
Dry Density
(pcf)
107.8
102.9
107.0
106.1
109.3
107.7
107.0
111.2
112.5
110.7
108.9
105.7
105.9
105.0
108.1
106.0
106.6
Degree of
Compactlon Compaction
(%I Curve No. Remarks
93 4
90 5
93 5
93 5
96 5
94 5
90 2
94 2
95 2
93 2
95 5
92 5 Slope Area
92 5
92 5 ’
94 5 Slope Area
93 5
93 5 Slope Area
4otes: 11 “Compaction Curve No.” refers to Table 6.
2) Unless otherwise noted elevations shown are to nearest foot.
I I I I , I I I I I / I I I I2 t7 I
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TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
-est
Approximate Water
Elevation Content
5 Date of Test Test Locatlon (Feet) (81
86 5/19/81 Lot 8 225
;7 s/20/81 Lot 8 227
ia 5/20/81 Lot 8 22a
i9 5/20/81 Lot 8 229
‘0 5/20/81 Lot 8 231
‘1 5lzolal Lot 4 194
‘2 5/2o/ai Lot 4 193
‘3 S/20/81 Lot 2 219
‘4 5121181 Lot 5 202
‘5 5/21/81 Lot 3 la7
‘6 5/21/81 Lot 3 189
‘7 5/2i/al Lot 2 215
‘8 5/21/81 Lot 2 217
‘9 5/2i/ai Lot 2 214
IO 5121181 Lot 3 191
I1 5121181 Lot 2 216
I2 5126181 Lot 3 193
13
13
14
13
12
13
14
14
13
13
14
14
15
13
14
15
12
Dry Dens1 ty
(pcf)
105.4
105.8
107.6
107.3
106.2
108.7
107.1
108.5
108.3
107.9
106.5
108.7
108.4
107.8
108. i
110.0
107.4
Degree of
Compaction Compaction
(%I Curve No. Remarks
92 5
92 5
94 5
93 1
92 1
95 1
93 5
95 5
94 1
94 1 Slope Area
93 1 Slope Area
95 1
92 2
93 1
94 1
92 2
94 5
Notes: I) “Compaction Curve No.” refers to Table B. 2) Unless otherwise noted elevations shown are to nearest foot.
I I I I I I I / I I I I I I I / ’ 211 4 ’
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TABLE A - SLJMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
Approximate Water
est Elevation Content
40. Date of Test Test Location - [Feet) 0
5/26/81 Lot 3 195 13
Dry Dens1 ty
(pcf)
105.6
Degree of
Compaction Compactlon
(%I Curve No.
92 5
Remarks
5/26/81 Lot 1 198 15 115.1 95 6
5126181 Lot 1 200 13 107.0 93 5
5126181 Lot 3 200 13 107.9 94 5
5/26/81 Lot 3 202 16 109.0 95 5
5126181 Lot 1 196 15 107.7 94 5
5/26/81 Lot 1 198 15 109.5 96 5
5127181 Lot 1 200 11 106.3 93 5
S/27/81 Lot 1 202 13 105.3 92 5
5i27tat Lot 3 204 14 104.8 91 5
5l27Ial Lot 3 199 13 108.4 91 2
5127181 Lot 1 203 14 104.0 91 5
5127181 Lot 1 201 17 107.4 91 2
5127181 Lot 3 202 17 106.3 93 5
5127181 Lot 1 204 16 104.4 91 5
5I2aIal Lot 1 204 14 105.4 92 5
5/2a/al Lot a 232 14 105.4 92 5
Slope Area
Notes: 1) “Compactlon Curve No.” refers to Table B. 2) Unless otherwise noted elevations shown are to nearest foot.
I / I , I I I I I I , I I I / I I 1
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TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM Dl556-64 andlor ASTM D2922-78, ASTM D3017-78)
it
,- Date of Test Test Location
Approximate Water Dry Degree of
Elevation
(Feet)
Content Density Compaction Compaction
(pcf) (%I (%I Curve No. , Remarks
5l2aIal
5/2alal
5l2alal
5l2ala~
5l2alai
5l2ala~
5l29lai
5l29lai
5129lat
5lzslaT
5129181
6loIlaI
6lollal
6/01/81
Lot 2
Lot 1
Lot 2
Lot 3
Lot 2
Lot 1
Lot 2
Lot 1
Lot 3
Lot 4
Lot 4
Tract 80-34 - Embankment
Camlno Vlda Roble -
South of Lot 10
Camlno Vlda Roble -
South of Lot 10
Camlno Vlda Roble -
South of Lot 10
218 15 105.8 92 5
206 14 104.9 91 5
219 16 107.4 94 5
205 14 113.3 95 2
215 15 107.2 94 5
199 16 107.0 93 1
220 14 104.5 91 5
202 16 106.6 93 5
207 15 104.8 91 5
192 16 106.9 93 5
194 17 110.0 96 5
178 16
176 16
la0 16
106.9
102.9
106.4
93 1
90 5
92 1
lotes: 1) “Compactlon Curve No.” refers to Table 8.
21 Unless otherwise noted elevations shown are to nearest foot.
I I I I I I I I I I I I I I I 1 ‘21” k I
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TARLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
est
Approximate Water Dry Degree of
Elevation Content Density Compaction Compaction
(8) Curve No. Remarks vo. Date of Test Test Location (Feet) I%) (pcf)
14
15
16
17
18
19
20
I1
22
23
24
25
16
27
I8
I9
IO
6/01/81
6/01/81
6/01/81
6/02/81
b/02/81
6/02/81
6102181
6/02/81
6102181
6/02/81
6/02/81
6/02/81
6102181
6/02/81
6/03/81
6/03/a!
6/03/81
Lot 6 252 17 103.3
Lot 6 259 17 97.4
Lot 6 254 16 96.2
Lot 6 260 15 102.2
Lot 6 260 16 103.4
Lot 6 257 11 104.9
Lot 6 262 15 108.1
Lot 6 258 15 105.1
Lot 6 262 14 104.7
Lot 6 260 14 104.9
Corte Del Abeto W. of Lot 6 254 15 108.3
Lot 5 247 15 98.2
Lot 5 250 16 98.4
Lot 5 253 16 95.9
Lot 5 256 13 104.7
Lot 5 226 13 105.4
Lot 5 222 11 106.8
Notes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
90 3
92 7
91 7
89 5
90 5
91 3
91 2
92 3
91 3
92 3
91 2
93 7
93 7
91 7
90 4
91 4
90 2
Test falled, see #118
Retest of #117
Slope Area
Slope Area
Slope Area
Slope Area
I I I I I I I I I I I I I I I I 121L t
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TABLE A l SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
Approximate Water
2st Elevation Contenl
IO 2 Date of Test Test Location (Feet) (%I
1 6/03/81 Lot 4 193 12
2 6/03/81 Lot 5 228 13
3 6/03/81 Lot 4 190 15
4 6/04/81 Lot 5 216 20
5 6/04/81 Lot 4 192 18
6 6/04/81 Lot 4 202 16
7 6/04/81 Lot 4 196 14
8 6/04/81 Lot 6 262 16
9 6/04/81 Lot 6 263 16
0 6/04/81 Lot 6 265 16
1 6/04/81 Lot 6 261 16
2 6/04/81 Lot 6 263 14
3 6/04/81 Lot 4 204 14
4 6/05/81 Lot 5 238 14
5 6/05/81 Lot 5 240 14
6 6/05/81 Lot 5 242 14
7 6/05/81 Lot 6 266 14
Dry Density
(pcfl
105.5
108.0
109.9
106.7
107.4
106.7
106.0
109.5
113.8
111.7
109.1
108.8
108.4
109.5
108.6
111.3
107.5
Degree of
Compactton
(%I
91
93
92
92
90
90
91
93
94
97
92
92
92
94
94
92
90
Compaction
Curve No.
4
Remarks
4
2
4
2
2
4
2
6
1
2
2
2
4 Slope Area
4 Slope Area
6 Slope Area
2
Notes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
I I 1 / I I I I I I I I I I I ~1 I 218 I I
/ I /
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
Approximate Water Dry !st Elevation Content Densitv
IO. Date of Test Test Location - (Feet) (%I
8 6/05/81
9 6/05/81
0 6/05/81
1 6/05/81
2 6/05/81
3 6/05/81
4 6/05/81
5 6/08181
6 6/08/81
;7 6108181
i8 6/08/81
9 6/08/81
0 6/08/81
il 6/08/81
2 6/08/81
3 6/09/81
4 6/09/81
Lot 6
Lot 6
Lot 2
Lot 2
Lot 3
Lot 3
Lot 3
Lot 2
Lot 2
Corte Del Abeto E. of Lot 2
Lot 1
Lot 5
Lot 2
Lot 5
Lot 5
Lot 2
Lot 2
264 12
264 15
244 14
247 16
262 16
264 15
266 14
249 13
251 I3
258 14
228 16
240 16
253 14
231 14
245 14
233 14
254 15
(PCf) .
106.2
112.9
109.5
110.2
109.4
107.7
103.6
106.5
105.2
107.9
109.3
107.6
107.6
109.8
109.2
105.6
107.1
Degree of
Compaction
(%I
92
95
92
93
95
93
90
93
92
93
95
93
93
95
94
92
94
Compaction
Curve No.
5
2
2
2
1
1
Remarks
Slope Area
Slope Area
Slope Area
Slope Area
Notes: 1) “Compaction Curve No.” refers to Table B. 2) Unless otherwise noted elevations shown are to nearest foot.
I ) I I I I I I I I I I I I I 12’ n /
I \
TARLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78. ASTM D3017-781
Approximate Water
3st
Dry Degree of
Elevation
lo, Date of Test Test Location (Feet)
Content Density Compaction Compaction
I%) Ipcf) f%l Curve No. Remarks
S 6/09/81 Lot 2 247 14 105.7 92
i6 6/09/81 Lot 4 194 16 113.0 94
i7 6/09/81 Lot 4 196 17 111.4 92
i8 6/09/81 Lot 4 196 16 109.0 90
i9 6/09/81 Lot 4 190 1s 97.1 84
70
71
72
73
74
75
76
77
76
79
60
S/OS/E 1 Lot 4 192
6/09/81 Lot 4 190
16
15
106.3 92
106.6 92
6/10/81 Lot 4 194 23 95.9 90
6110181 Lot 4 194 18 100.7 9s
6/10/81 Lot 4 196 13 107.3 94
6/10/81 Lot 4 198 14 107.3 94
6/10/81 Lot 4 196 16 105.3 92
6/10/81 Lot 4 200 16 109.1 92
6/1O/Lll Lot 4 198 16 109.5 92
6/10’/81 Lot 4 190 14 109.2 92
6/11/81 Lot 1 230 17 104.9 91
5
6
6
6
4 Test failed, see #171
Slope Area
4 Slope Area
4 Retest of 6169
Slope Area
7
7
5
Slope Area
Slope Area
Notes: :I
“CompactIon Curve No.” refers to Table B. Unless otherwise noted elevations shown are to nearest foot.
I I I I / I I I I I I I I I I ‘2lb !
L I ‘1
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78. ASTM D3017 781
5t
& Date of Test Test Location
Approxlmata Water Dry Elevation Content Densitv
[Feet) (%I
6/11/81 Lot 1 234 18
’ (pcfl
107.7
I
I
I
I
1
I
I
i
>
f
Degree of
Compaction Compactlon
I%) Curve No. Remarks
94 5 Slope Area
6/ lll81 Lot 4 200 17 104.8 91 S
6/11/81 Lot 4 193 18 101.2 95 7
6/11/81 Lot 1 233 18 104.9 92 5 Slope Area
6/11/81
6/11/81
6/11/81
6/12/81
6112181
6/12/81
6/12/81
6/12/81
6/12/81
6/12/lIl
6/12/81
6/15/81
6/15/81
Lot 2
Lot 2
Lot 2
Lot 2
Lot 2
Lot 2
Lot 1
Lot 2
Lot 2
Lot 2
Lot 2
Lot 2
Lot 2
236 18 109.8
238 20 109.7
240 17 107.3
242 15 107.5
242 16 lOR.7
244 14 102.5
243 14 107.3
246 14 107.8
245 16 107.3
249 14 103.5
251 15 108.7
250 15 107.3
252 15 106.4
\lotes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
95
96
9;
90
91
90
93
94
93
90
94
93
93
5
5
5
8
8
3
3 Slope Area
3
3
3
3
5
5
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
Approximate Water Dry Degree of
!st Elevation
IO 2 Date of Test Test Locatlon (Feet)
Content Denslty Compaction Compactlon
(%I (PCf) (%I Curve No. Remarks
a 6/15/81
9 6/15/81
0 6/15/81
1 6/15/81
2 6/15/81
,3 6/15/81
14 6/15/81
15 6/15/81
16 6/16/81
I7 6/16/81
ta 6/16/81
I9 6/16/81
IO 6/16/81
I1 6/16/81
I2 6/16/81
I3 6/16/81
Lot 2
Camlno Vlda Robe1
West of Lot 4
Lot 5
Lot 5
Lot 2
Lot 2
Lot 2
Lot 2
Lot 17
Lot 17
Lot 17
Lot 17
Lot 2
Lot 2
Lot 4
Lot 4
253
I82
222
232
248
246
251
249
166
168
163
165
248
253
202
200
15
16
17 105.6
17 107.0
16 107.2
1s 106.0
17 107.7
16 107.1
18 100.8
15 96.2
17 108.5
a 104.8
16 107.0
14 108.5
13 104.1
10 107.2
108.1
104.1
Notes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
94 5
90 4
91 4
92 4
92 4
93 5
94 5
93 5
96 7
91 7
94 5
92 5
93 5
9s 5
91 S
94 5
Slope Area
Slope Area
Toe Key
Slope Area
I / I I I I I I I I I I I I I I I 21’
, I
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 end/or ASTM D2922-78, ASTM D3017-78)
st
” Date of Test Test Location
Approxlmate Water Dry Degree of
Elevation Content Density Compaction Compaction
(Feet) (8) (pcf) (%I Curve No. .Remarks
6/16/81
i 6/16/81
5 6/16/81
1 6/16/81
B 6/16/81
3 6/16/81
D 6/17/81
1 6/17/81
2 6/17/81
3 6/17/81
9 6/17/81
5 6/17/81
6 6/17/81
7 6/17/81
a 6/17/81
9 6/17/81
0 6tlatal
Camino Vlda Roble
West of Lot 4
Lot 17
Lot 17
Lot 17
Lot 17
Lot 17
Lot 2
Lot 2
Lot 2
Lot 2
Lot 17
Lot 17
Lot 17
Lot 17
Lot 2
Lot 2
Lot 2
la4
170
172
174
176
176
250
254
254
256
176
178
176
178
252
254
256
23 99.8 a7 5 Test failed, see #37S
11 104.6 91 S
13 105.3 92 S Slope Area
12 106.1 92 5 Slope Area
11 110.9 97 5 Slope Area
13 ion.9 95 S Slope Area
15 106.8 93 5
16 106.6 90 2
16 109.5 92 2
15 110.2 93 2
16 111.9 94 2 Slope Area
1s 110.6 93 2
16 109.0 92 2
16 112.2 94 2
16 108.4 92 2
16 110.2 93 2
16 110.3 93 2 Slope Area
Notes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
I I I I 1 I I I I / I I I I I ’ 21, ‘1 I
/ I ,
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM DlSS6-64 and/or ASTM D2922-78, ASTM D3017-78)
Approxlmate Water
:st Dry Degree of
Elevation
” Date of Test Test Location (Feet)
Content Density Compaction Compaction
(8) (PCf) (8) Curve No. Remarks
1
2
3
4
5
6
7
8
,9
0
,l
2
3
4
5
6
7
6tia/al
6tiatai
6/latai
6/18/81
6/18/81
6/is/al
6tlatal
6/18/81
6/18/81
6/19/81
6/19/81
6/19/81
6/19/81
6/19/81
6/19/al
6/19/81
6/19/81
Lot 2
Corte Del Abeto E. of Lot S
Lot 2
Lot 17
Lot 17
Lot 17
Lot 2
Lot 2
Lot 17
Lot 2
Lot 2
Lot 2
Lot 2
Lot 6
Lot 3
Lot 3
Lot 6
256
261
258
172
174
178
255
257
180
254
256
258
260
262
266
268
264
16 110.3
14 105.9
15 109.1
11 106.4
12 105.3
12 105.4
15 108.7
1s 111.2
17 105.9
14 103.5
13 104.0
15 106.9
15 108.6
14 104.4
15 111.2
16 110.4
16 107.3
93
92
92
93
92
92
92
94
92
90
90
93
95
91
94
93
94
2 Slope Area
5
2
5
5
5
2
2
5
5 Slope Area
5
5
Notes: 11 “Compaction Curve No.” refers to Table B. 2) Unless otherwise noted elevations shown are to nearest foot.
I I I I I I I I I I I I I I I I I 21E I
I
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM 01556-64 and/or ASTM 02922-78, ASTM D3017-78)
t
I Date of Test
6/22/81
6/22/81
6/22/81
6/22181
6/22181
6/22/81
6/22/81
6/23/81
6/23/81
6/23/81
6/23/81
6/23/81
6/23/81
6123181
6/24/81
6/24/81
6/24/81
Test Location
Approximate Water Dry Degree of
Elevation
(Feet)
Content Density Compaction Compaction
I%1 (pcf) (%I Curve No. Remarks
Lot 17
Lot 3
Lot 4
Lot 4
Lot 4
Lot 4
Lot 4
Lot 5
Lot 5
Lot 5
Lot 5
Lot 5
Lot 5
Lot s
Lot 5
Lot 5
Lot 5
180
264
210
212
214
217
219
221
223
22s
227
226
229
231
234
233
234
19
15
16
1s
15
16
16
16
14
ia
16
19
16
16
14
14
1s
loo.8
96.3
109.9
97.3
95.5
97.5
97.7
105.9
104.8
101.8
ion.3
100.3
104.5
104.5
104.5
105.4
104.8
92 9
91 7
93 2
92 7
90 7
92 7
93 7
92 1
91 1
96 7
94 1
95 7
91 1
91 1
91 1
92 1
91 1
Slope Area
Slope Area
Slope Area
Slope Area
Slope Area
lotes: 11 “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
I I I , I I I I I I I I I I I I
, 2. !3D
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
st
k Date of Test
,
i
1
3
3
D
1
2
3
4
5
6
7
8
9
0
1
6/24181
6/25/81
6125181
6125181
6125181
6125181
6/26/81
6/26/81
6126181
6126181
6/26/81
6/26/81
6126181
6/26/81
S/26/81
6/26/81
6126181
Approximate Water Dry Degree of
Elevation Content Density Compaction Compaction
(pcf) I%) Curve No. Test Location (Feet) 0 Remarks
Lot 5
Lot 11
Lot 11
Lot 11
Lot 11
Lot 11
Lot 4
Lot 10
Lot 10
Lot 4
Lot 4
Lot 11
Lot 11
Lot 10
Lot 11
Lot 11
Lot 11
236 15 107.3
164 27 97.9
166 27 97.3
168 15 104.8
170 16 104.4
172 27 100.2
203 15 96.9
172 12 104.2
170 13 104.5
206 11 104.4
208 13 105.1
174 20 96.6
176 14 104.4
168 20 98.3
176 21 95.4
178 21 94.6
180 14 104.8
Notes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
93
91
91
91
90
94
91
90
90
91
91
90
90
91
89
88
91
1
10
10
3
3
10
10
1
1
1
1
10
1
10
10
10
1
Slope Area
Slope Area
Slope Area
Slope Area
Slope Area
Slope Area
Test failed, see #285
Test failed, see #286
I I I I I I / I I I / I I I I I I I
/ ) 21k 1”
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM 02922-78, ASTM 03017-76)
Approximate Water Dry Degree of
t Elevation Content Density Compaction Compaction
- Date of Test Test Location (Feet) f%) (pcf) I%) Curve No. Remarks
6126181 Lot 10
6126181 Lot 10
6/26/81 Lot 10
6/26/81 Lot 11
6126181 Lot 11
6129181 Lot 4
6/29/81 Lot 4
6129181 Lot 4
6/29/81 Lot 4
6/29/81 Lot 4
6/29/81 Lot 4
6/29/81 Lot 4
6129181 Lot 5
6/29/81 Lot 5
6129181 Lot 5
612918; Lot 5
6/29/81 Lot 4
170 22 96.0 90 10
172 15 107.0 90 2
174 16 107.1 90 2 Slope Area
176 21 96.1 90 10 Retest of #279
178 21 97.1 91 10 Retest of #280
202 15 104.4 91 5 Slope Area
200 15 105.3 91 5
200 11 103.5 90 5
209 13 104.2 91 5
202 15 104.4 91 5
206 13 104.5 91 5
204 11 103.8 90 5
231 11 107.3 90 2
234 12 104.2 91 1
237 12 105.6 92 1
233 14 105.9 92 1
201 10 104.4 91 1
otes: 11 “Compaction Curve No.” refers to Table 6.
2) Unless otherwise noted elevations shown are to nearest foot.
I I I I I I I I I I I I I , ’ 21. t’ I
, / ,
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
st
k Date of Test
Approximate Water
3
0
1
2
3
4
5
6
7
8
9
0
1
2
3
4
5
Test Location
Elevation Content Density
(Feet) 6) fpcf)
Degree of
Compaction
1%)
6129181 Lot 5 235 13 105.9 92
6129181 Lot 5 232 12 104.6 91
6/29/81 Lot 4 203 14 105.4 92
6/30/81 Lot 4 205 14 106.3 92
6/30/81 Lot 4 206 15 105.0 91
6/30/81 Lot 4 203 13 105.6 92
6/30/81 Lot 4 205 14 106.4 92
6/30/81 Lot 4 211 13 105.1 91
6/30/81 Lot 4 216 11 104.7 91
6/30/81 Lot 4 214 12 106.0 92
6/30/81 Lot 4 206 11 105.4 92
6/30/81 Lot 4 218 15 105.8 92
6/30/81 Lot 1 208 14 105.0 91
6/30/81 Lot 4 206 11 106.0 92
6/30/81 Lot 4 208 12 105.6 92
7/01/81 Lot 11 178 18 95.9 90
7/01/81 Lot 11 180 19 97.3 91
Notes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
Compactlon
Curve No.
1
Remarks
1
1
1
1
1
1
1
1
1
10
10
Slope Area
Slope Area
Slope Area
Slope Area
I I / I I I I I I ! I 1 I / I I
1 , 2lf .~
.I~
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and&r ASTM D2922-78, ASTM D3017-78)
L Date of Test Test Location
Approxlmate Water Dry Degree of
Elevation Content Density Compaction Compaction
(Feet) (%I fpcf) 1%) Curve No. Remarks
7/01/81
7/01181
7/01181
7101181
7/01/81
7/01/81
7/01/81
7/01/81
7/01/81
7/01181
7/01/81
7101181
7/01/81
7/01/81’
7101181
Lot 10
Lot 10
Storm Drain Trench Backfill
Corte Del Nogal - Sta. 13+20
Storm Drain Trench Backfill
Corte Dei Nogal - Sta. 11+33
Embankment
Lot 10
Lot 1
Lot 1
Lot 1
Lot 1
1
11
11
Lot 17
Lot 17
Storm Drain Trench Backfill
Corte Del Nogal - Sta. 13+35
Lot
Lot
Lot
178
FSG-2’
21 96.9 90 10 Slope Area
14 104.8 91 1 Slope Area
16 103.6 90 5
FSG-2’ 14 104.7 91 5
180 23 96.3 90 10 Slope Area
210 15 104.9 92 5
216 15 105.9 92 5
211 16 105.9 92 5
212 14 105.0 91 5
214 14 105.2 91 5
182 17 103.7 90 5
184 17 104.2 91 5
192 14 104.8 91 5
194 15 104.9 92 5
FSC-2’ 20 94.4 90 7
otes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
3) “FSG” denotes finish suhgrade elevation.
I 1 I I I I I I I , I I I / ‘21: i
i 1
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
t
k Date of Test
Approximate Water Dry Degree of
Elevation Content Densitv Compaction Compaction
Test Location (Feet) (%I (pcf) Cur;e No. Remarks
7/01/81
7101181
7/01/81
7/01/81
7/01/81
7101181
7/01/81
7/01/81
7/01/81
7/01/81
7/01/81
7/01/81
7/02/81
7/02/81
7/02/81
7102181
7/02/81
Corte Del Nogal - Sta. 12+70
Corte Dei Nogal - Sta. 11+90
Corte Del Nogal - Sta. lo+70
Corte Del Abeto - Sta. 7+85
Cortd Dei Abeto - Sta. 6+05
Corte Dei Abeto - Sta. 5tO0
Corte Del Abeto - Sta. 3t50
Corte Del Abeto - Sta. 2t30
Corte Del Abeto - Sta. 1+45
Corte Dei Abeto - Sta. 7t85
Corte Del Abeto - Sta. 6tO5
Corte Dei Abeto - Sta. 5tO0
Corte Del Nogal - Sta. 13+50
Corte Dei Nogal - Sta. 12tlO
Corte Del Nogal - Sta. It+00
Embankment
Lot 11
Lot 11
FSC-2’
FSG-2’
FSC-2’
FSC-4’
FSC-4’
FSC-4’
FSC-4’
FSG-4’
FSG-4’
FSG-4’
FSC-4’
FSC-4’
FSG
FSG
FSG
16 95.6 91 7
21 94.6 90 7
17 96.3 91 7
17 90.1 85 7
19 91.1 86 7
15 89.7 85 7
13 103.3 90 5
15 104.5 90 5
13 102.6 90 5
17 97.4 90 7
19 94.5 90 7
17 96.2 91 7
13 101.9 93 9
15 101.0 92 9
13 101.0 92 9
180 8 103.8
178 11 104.0
Iotes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
31 “FSG” denotes finish subgrade elevation.
91 5
91 5
Test failed, see #340
Test failed, see #341
Test failed, see #342
Retest of #334
Retest of #335
Retest of #336
Slope Area
Slope Area
I I I I I I I I I I I / I I I I il .>’
I I ,
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
Approxlmate Water Dry Degree of
Elevation
Date of Test Test Location
Content Density Compaction Compaction
(Feet) (%I f PCf) (%I Curve No. Remarks
7102181 Lot 10 176
7/02/81 Lot 10 178
7/02/81 Lot 11 182
7102181
7/02/81
7/02/81
7102181
7102181
7102181
Storm Drain Trench Backfill
Corte Del Abeto - Sta. 7+00
Corte Del Abeto - Sta. 6tlO
Corte Del Abeto - Sta. 5t50
Corte Del Abeto - Sta. 4+20
Corte Del Abeto - Sta. 3+20
Corte Del Abeto - Sta. lt90
Embankment
Lot 10
Lot 10
Lot 11
Lot 11
Lot 10
Lot 10
Lot 10
FSG-2’
FSG-2’
FSG-2’
FSG-2’
FSG-2’
FSG-2’
7102181
7/02/81
7102181
7102181
7102181
7102181
7/03/81
180
182
184
183
176
178
180
,tes: 1) “Compaction Curve No.” refers to Table B.
12
14
12
19
15
15
12
12
17
14
14
12
10
12
12
14
104.4 91 5 Slope Area
104.0 91 5 Slope Area
104.5 91 5 Slope Area
99.3 93 10
101.6 95 10
99.9 93 10
101.7 95 10
104.5 98 10
99.2 93 10
106.3 92 1
104.8 91 1
103.1 90 5
103.1 90 5
106.1 92 5
103.9 91 5
107.0 93 3
Slope Area
Slope Area
Slope Area
Slope Area
Slope Area
Slope Area
2) Unless otherwise noted elevations shown are to nearest foot.
31 “FSG” denotes finish subgrade elevation.
I I I I / I I I I I I I I I I / i 21; I ’
\ /
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
st
5 Date of Test Test Location
Approximate Water
Elevation Contenl
(Feet) _ (%I
I
j
I
I
3
3
0
1
2
3
4
5
7/03/81
7/03/81
7103181
7103181
7/03/81
7/03/81
7/03/8 t
7/03/81
7/03/81
7103181
7103181
7/03/81
7/03/81
7/03/81
7103lai
Lot 10
Lot 11
Lot 11
Lot 17
Lot 17
Lot 17
Lot 1
Lot 1
Lot 1
Lot 10
Lot 10
Camino Vida Roble
west of Lot 4
Camino Vlda Roble
West of Lot 4
Camlno Vlda Roble
West of Lot 4
Camino Vlda Roble
west of Lot 4
182 14
176 15
178 13
184 15
186 15
184 15
200 14
186 15
188 14
184 16
186 15
184 16
186 11 103.6 90 5
176 12 104.2 91 5
178
Dry Density
(PCf)
104.6
104.5
103.8
104.7
105.2
104.8
104.1
103.1
105.2
105.4
105.4
105.2
104.6
Notes: 11 “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
Degree of
Compaction
(%I
91
91
90
91
92
91
91
90
92
92
92
92
91
Compaction
Curve No. Remarks
1 Slope Area
1 Slope Area
1 Slope Area
1
1
1
1 Slope Area
5 Slope Area
5 Slope Area
5
5
5 Retest of #214
5
I I / I I I I I I I ! I I I I I ‘211 I
I 1
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
it
k Date of Test Test Location
Approxlmate Water Dry Degree of
Elevation
(Feet)
Content Density Compaction Compaction
I%) Cpcf) (%I Curve No. Remarks
7/06/81
7/06/81
7/06/81
7/06/JJf
7/06/81
7/06/81
7/06/81
7/06/81
7/06/81
7/06/81
7/06/81
7/06/81
7/06/81
7/06/81
7/06/81
7/06/81
Lot 11
Lot 11
Lot 10
Lot 10
Lot 11
Lot 11
Lot 10
Lot 10
Tract 80-33 - Embankment
Lot 8
Lot 8
Lot 4
Lot 4
Lot 5
Lot 5
Lot 8
Lot 7
192 11 101.8 96 7
192 11 104.6 91 5
176 13 105.2 91 5
179 13 106.2 93 5
178 12 105.1 92 5 Slope Area
180 12 105.6 92 5
164 12 106.5 93 5 Slope Area
188 11 104.6 91 5
233 10 104.8
231 (FSC) 12 105.7
194 11 106.4
195 [FSC) 11 105.0
204 12 106.3
204 (FSC) 12 105.1
233 (FSC) 10 105.3
220 13 104.5
91
92
93
91
92
91
91
91
totes: 1) “Compaction Curve No.” refers to Table B.
21 Unless otherwise noted elevations shown are to nearest foot.
3) “FSG” denotes finish subgrade elevation.
I I , I I I I I I I I I I I I , I I
1 ! 21’ ,-d ,
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
st
k Date of Test Test Location.
Approximate Water Dry Degree of
Elevation
(Feet)
Content Density Compaction Compaction
(%I (PCf) (%I Curve No. Remarks
i 7/07/81
, 7/07/81
, 7/07/a 1
I 7/07/81
I 7/07/81
1 7107J01
I 7/07/81
1 7/07/81
I 7/07/l3t
I 7107/i3t
i 7/07/81
i 7/07/a1
I 7107/81
I 7/07/81
I 7/08/81
Tract 80-34 - Embankment
Lot 10
Lot 10
Lot 10
Lot 10
Storm Drain Trench Backfill
Corte Del Abeto - Sta. 2+80
Corte Del Abeto - Sta. 5+20
Corte Del Abeto - Sta. 6+70
Embankment
Lot 11
Lot 11
Lot 10
Lot 11
Lot 11
Lot to
Lot 10
Lot 11
182
184
188
FSG
FSG
FSG
194
196
190
182
184
184
186
188
15 104.7 91
16 106.1 93
14 104.7 91
15 105.7 92
14
13
15
15
17
13
15
15
13
13
10
104.6
103.9
103.6
91
90
90
104.2 91 5
106.1 93 5
103.0 91 5
104.5 91 5 Slope Area
104.2 91 5 Slope Area
103.2 90 5
104.8 91 5
104.5 91 5
Votes: 1) “CompactIon Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
31 “FSC” denotes finish subgrade elevation.
I I I I I I I I I I I I I I I I I 211 ;.!
1 1
TARLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
,t
k Date of Test Test Location
Approximate Water DW Degree of
Elevation Content Density Compaction Compaction
(Feet) (%I (pcfl (%I Curve No.
7/O&I/81
7/08/81
7/08/81
7/08/81
7/08/81
7/08/81
7/08/81
7/08/81
7/08/81
7/08/81
7/08/81
7/08/81
7/08/81
7108181
Lot 11
Lot 11
Lot 10
Lot 10
Lot 10
Tract 80-33 - Embankment
Lot 1
Lot 1
Lot 3
Lot 3
Lot 2
Lot 2
Tract 80-34 - Embankment
Lot 11
Lot 11
Tract 80-33 - Embankment
Lot 4
190 10 105.5 92 5 Slope Area
192 12 105.9 92 5
184 12 105.2 92 5
186 13 104.8 91 5
188 15 105.0 92 5
204 (FSCI 12 106.4 93
207 (FSG) 12 105.7 92
205 (FSC) 13 106.3 92
208 (FSG) 13 105.2 92
222 (FSC) 14 106.1 93
218 (FSC) 14 106.3 93
196 11
192 13
104.0
104.3
105.7
91
91
5
5
196 (FSG) 12 92 5
Jotes: 11 “Compaction Curve No.” refers to Table 6.
2) Unless otherwise noted elevations shown are to nearest foot.
3) “FSC” denotes finish subgrade elevation.
Remarks
I I I I I i I I I / / I I I / ‘211 ’
I I
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
it
k Date of Test
7/08/81
7108181
7109181
7/09/81
7/09/81
7109181
7109181
7/09/81
7/09/81
7/09/81
7/09/81
7/09/81
7/10181
7/10/81
7/10181
Test Location
Approximate Water Dry Elevation Content Density
[Feet) I%) (pcf)
Lot 4
Lot 5
Tract 80-34 - Embankment
Lot 11
Lot 11
Lot 11
Lot 10
Lot 10
Lot 10
Lot 11
Lot 11
Lot 11
Lot 11
Waterline Trench Backfill
Carte Del Abeto - Sta. 5+40
Corte Del Abeto - Sta. 3+20
Carte Del Nogal - Sta. 13+30
197 [FSG) 11
204
208
210
212
186
186
188
194
193
194
192
FSG-2’
FSG-2’
FSG-2’
10
11
11
14
9
9
12
14
12
10
11
17
14
14
106.1 93
104.7 91
Compaction
Curve No.
5
Remarks
5
109.8 93 2 Slope Area
109.1 92 2 Slope Area
108.1 91 2 Slope Area
101.4 88 5 Test falled, see #440
100.6 88 5 Test failed, see #441
105.7 92 5
103.7 91 5
104.8 91 5
104.9 91 5
105.1 91 5
99.1
103.2
103.5
90
90
90
dotes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
3) “FSC” denotes finish subgrade elevation.
Decree of
I I I I I / I I I , I I I I I I I
I I 21. ?D
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
it
k Date of Test Test Location
Approxlmate Water Dry Degree of
Elevation
[Feet)
Content Density Compaction Compaction
(%I (pcfl (%I Curve No. Remarks
7/10/81
7/10/81
7/10181
7/10/81
7/10181
7/10/81
7/10/81
7/10181
7/10/81
7/ 10181
7110181
7/10/81
7/10/81.
7/13/81
7113181
7/13/81
Corte Del Nogal - Sta. 11+80
Embankment
Lot 10
Lot 10
Lot 11
Lot 11
Lot 11
Lot 11
Waterline Trench Backflll
Corte Del Abeto - Sta. 7+30
Corte Del Abeto - Sta. 4+20
Carte Del Abeto - Sta. 12+80
Carte Del Abeto - Sta. lo+90
Embankment
Lot 11
Lot 7
Lot 7
Lot 7
Lot 11
FSG-2’
186
186
214
216
219
221
FSG
FSG
FSG
FSG
224
226
228
230
196
103.3 90 3
14 105.1 92 5 Retest of #429
15 104.0 91 5 Retest of 11430
9 106.3 93 5 Slope Area
13 104.1 91 5 Slope Area
13 105.7 92 5 Slope Area
14 106.4 92 5 Slope Area
18 98.0
20 100.2
18 101.4
18 99.3
90
91
93
90
16 107.3 93 5 Slope Area
16 105.1 92 5
12 105.5 92 5
13 107.2 94 5
10 105.2 92 5
dotes: 1) “Compactloo Curve No.” refers to Table B.
21 IJnless otherwise noted ?lcva?lnns shown are to near,?st foot.
i 7113181
i 7113181
I 7113181
I 7113181
I 7113181
1 7/13/81
I 7/13/81
2 7/13/81
3 7113181
I 7/13/81
i 7/13/81
j 7/13/81
1 7/13/81
3 7114181
I 7114181
3 7/14/81
/ / I I I I I I I I I I I I I I I 2’Q
I I
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
Approximate Water Dry St Elevation Content Densltv
2 Date of Test Test Location (Feet1 (%I
Lot 11 198 11
Lot 10 188 14
Lot 10 190 13
Lot 10 191 11
Tract 80-33 - Sewerllne
Trench Backfill
Las Palmas Dr. - Sta. 23+00
Las Palmas Dr. - Sta. 21+00
Las Palmas Dr. - Sta. 23+00
Las Palmas Dr. - Sta. 20+25
Las Palmas Dr. - Sta. 17+80
Las Palmas Dr. - Sta. 22+50
Las Palmas Dr. - Sta. 19+50
Las Palmas Dr. - Sta. 20+75
Las Palmas Dr. - Sta. 22+60
Las Palmas Dr. - Sta. 22+00
Las Palmas Dr. - Sta. 18+70
Las Palmas Dr. - Sta. 19+20
FSG-8’ 14 103.7
FSG-8’ 16 104.0
FSG-6’ 10 104.6
FSG-5’ 10 104.1
FSG-6’ 12 105.0
FSG-6’ 13 105.5
FSG-4’ 10 103.3
FSG-4’ 10 102.8
FSG-4’ 14 104.2
FSG-2’ 9 104.2
FSG-2’ 12 103.4
FSC 15 105.0
( PCf) ’
105.4
105.7
105.2
104.1
Notes: 1) “CompactIon Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
31 “FSG” denotes finish subgrade elevation.
Degree of
Compaction Compaction
(%I Curve No.
92 5
92 5
92 5
91 5
Remarks
91 5
91 5
91 5
91 5
92 5
92 5
90 5
90 5
91 5
91 5
90 5
92 5
I I I I I I I ! I I I I I I I I 21&J I
1 i
ELE A ! SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-70, ASTM D3017-78)
Approximate Water
st Elevation Content
o- Date of Test Test Location (Feet) (%I
1 7114181
2 7114181
3 7114181
4 7114181
5 7114181
6 7/14/81
7 7114181
‘8 7114181
9 7114181
7115181
7115181
7115181
711518;
7115181
Las Palmas Dr. - Sta. 16+20
Embankment
Lot 4
Lot 4
Lot 5
Lot 7
Lot 2
Lot 2
Tract 80-34 - Embankment
Lot 7
Lot 7
Tract 80-33 - Sewerline
Trench Backfill
Lot 4
Lot 2
Lot 3
Lot 5
Tract 80-34 - Storm Drain
Trench Backfill
Lot 17
FSG 15
(pcf)
105.6
196 [FSG) 9 105.0
195 (FSG) 10 105.3
205 (FSG) 11 105.1
222 (FSG) 11 104.4
218 (FSG) 11 106.6
221 (FSG) 12 105.4
232 14 105.1
234 14 106.5
FSG-4’ 14 103.8
FSG-4’ 16 103.9
FSG-2’ 16 103.7
FSG-2’ 15 102.9
FSG-31’ 11 104.8
Dry Degree of
Density Compaction Compaction
(%I Curve No.
92 5
92 5
92 5
92 5
91 5
93 5
92 5
92 5
93 5
91
91
91
90
92 5
Notes: 1) “Compaction Curve No.” refers to Table El.
21 Unless otherwise noted elevations shown are to nearest foot.
Remarks
I , I , I i
TARLE ,, ‘-
,
SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
Approximate Water
3st Elevation Contenl
JO. Date of Test Test Location - (Feet 1 (%I
5 7/15/81
,6 7/15/81
7 7115181
7115181
7115181
IO 7115181
11 7115181
12 7116181
I3 7/16/81
14 7/16/81
15 7/16/81
16 7116181
I7 7116181
18 7116181
19 7116181
Lot 17
Lot 17
Lot 17
Embankment
Camino Vlda Roble
West of Lot 4
Camlno Vlda Roble
West of Lot 4
Camino Vlda Roble
West of Lot 4
Camlno Vlda Roble
West of Lot 4
Storm Drain Trench Backfill
Lot 17
Lot 17
Lot 17
Lot 17
Lot 17
Lot 17
Lot 17
Lot 17
FSG-29’ 11 104.7
FSG-26’ 10 104.2
FSG-24’ 14 104.6
180 12 96.3
182 14 96.6
184 14 96.1
180 15 96.6
FSG-26’ 13 103.7
FSG-24’ 16 96.9
FSG-22’ 14 98.3
F SC-20’ 16 97.8
FSG-22’ 14 103.7
FSG-20’ 13 104.2
FSG-18’ 15 104.1
FSG-18’ 16 103.4
Dry Degree of
Density Compactlon Compaction
(pcf) (%I Curve No. Remarks
Notes: I) “CompactIon Curve No.” refers to Table 8.
21 Unless otherwise noted elevations shown are to nearest foot.
91 5
91 5
91 5
91 7
92 7
91 7
92 7
91
92
93
92
91
91
91
90
I I I I ! I I I I ) I I I I I I ZlP.
i i )
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
it
k Date of Test Test Location
Approxlmate Water Dry Degree of
Elevation
(Feet1
Content Density Compaction Compaction
(%I (pcf) (%I Curve No. Remarks
7117181
7117181
7117181
7117181
7117181
7117181
7117181
7117181
7120181
7120181
7120181
7/20/81.
7120181
Embankment
Lot 17
Lot 17
Lot 17
Lot 17
Lot 17
Lot 17
Tract 80-33 - Sewer Lateral
Trench Backfill
Lot 4
Lot 6
Storm Drain Trench Backfill
Las Palmas Dr. - Sta. 22+00
Las Palmas Dr. - Sta. 19+00
Las Palmas Dr. - Sta. 20+50
Las Palmas Dr. - Sta. 22+00
Tract 80-34 - Embankment
Lot 17
176 13 103.5 90
178 13 103.8 91
180 11 105.2 92
182 11 104.7 91
184 15 103.4 90
186 15 103.9 91
FSG 13 104.0 91 5
FSG 12 104.0 91 5
FSG-3’ 17 98.9 90 9
FSG-3’ 18 99.5 91 9
FSG-2’ 19 96.7 88 9 Test failed, sea #516
FSG-1’ 19 96.5 88 9 Test failed, see #517
13 105.1
lotes: 1) “Compaction Curve No.” refers to Table B.
21 Unless otherwise noted elevations shown are to nearest foot.
3) “FSG” denotes finish subgrade elevation.
91 1
I 1 / I I , I j ! I I I I I i21L i ,
I
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-781
Approximate Water Dry Degree of
st Elevation
k Date of Test
Content Density Compaction Compaction
Test Location [Feet) I%) fpcf) 1%) Curve No. Remarks
I 7120181 Lot 17
1 7120181 Lot 17
i 7120181 Lot 17
i 7/2
I 712
3 712 1
) 712 ,l
I81
I81
I81
l81
7121181
7121181
7121181
7/21/81
7/22/81
Tract 80-33 - Storm Drain
Trench Backfill
Las Palmas Dr. - Sta. 20+50
Las Palmas Dr. - Sta. 22+00
Tract 80-34 - Embankment
Lot 11
Lot 11
Tract 80-33 - Storm Drain
Trench Backfill
Las Palmas Dr. - Sta. 17+50
Las Palmas Dr. - Sta. 16+40
Las Palmas Dr. - Sta. 18+50
Las Palmas Dr. - Sta. 16+80
Tract 80-34 - Embankment
Lot 11
188
190
15 107.7
14 105.2
11 105.7
FSG-2’ 16 100.7
FSG-1’ 18 100.3
196
196
13
15
11
11
14
15
15
103.8
104.9
FSC-3’
FSG-3’
FSG-2’
FSG-1’
103.6
103.7
103.6
105.3
198 105.3
otes: 1) “Compaction Curve No.” refers to Table 8.
2) Unless otherwise noted elevations shown are to nearest foot.
31 “FSG” denotes finish s&grade elevation.
94 1
92 1
92 1
92 9
92 9
91
92
91
91
91
92
92
5
5
5
Retest of #510
Retest of 11511
I I / I / i I I I I I I I I I I b 18 ’
1 I I
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM 03017-78)
Approximate Water Dry t
i Date of Test Test Location
Elevation Content Density
(Feet) (%I (PC0
7122181
7122181
7122181
7122181
7122181
7123181
7123181
7123181
7123181
7123181
7123181
7123181
7123181
7124181
Lot 11
Lot 17
Lot 17
Camlno Vida Roble
West of Lot 4
Camino Vida Roble
West of Lot 4
Lot 10
Lot 10
Lot 11
Lot 11
Lot 11
Tract 80-33 - Storm Drain
Trench Backfill
Las Palmas Dr. - Sta. 22+30
Las Palmas Dr. - Sta. 20+00
Las Palmas Dr. - Sta. 17+70
Tract 80-34 - Embankment
Lot 6
198
190
190
186
186
192
194
202
198
200
FSC
FSC
FSG
14
15
14
12
12
12
12
12
14
12
15
13
14
266 (FSC) 8 106.4 93 5
104.9 92
106.6 93
106.3 93
111.8 94
Compaction
Curve No.
5
5
5
8
111.2 94 8
105.0 92
104.3 91
106.2 93
105.7 92
105.1 92
105.9 92
105.6 92
105.0 92
otes: 1) “Compaction Curve No.” refers to Table 8.
2) Unless otherwise noted elevations shown are to nearest foot.
3) “FSG” denotes finish subgrade elevation.
Degree of
Compaction
(%I Remarks
I / I I I I / I I I I I I I I ’ 21; ‘l I
1 ,
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM Dl556-64 and/or ASTM D2922-78, ASTM D3017-78)
zst
Approximate Water Dry Elevation Content Density
#9
,O
,l
,2
I3
14
15
16
17
I8
I9
i0
it
i2
i3
i4
is
lo 2 Date of Test Test Location (Feet) ($1
7124181 Lot 6
7124181 Lot 3
7124181 Lot 2
7124181 Lot 2
7124181 Lot 2
7127181 Lot 17
7127181 Lot 17
7127181 Lot 4
7127181 Lot 4
712718 1 Lot 17
7127181 Lot 17
7127181 Lot 17
7128181 Lot 1
7128181 Lot 1
7128181 Lot 17
7l28lSi Lot 17
7128181 Lot 1
Notes: 1) ., ~_ “Compaction curve Fol” .refe-rs to fable 6.
264 (FSC) 8
270 (FSCI 10
258 IFSG) 8
256 (FSG) 8
260 (FSGI 9
192 19
192 16
204 11
206 12
194 17
194 13
196 17
202 16
204 15
198 14
198 13
206 12
(PC0 I
105.7
104.9
105.8
105.6
106.2
107.0
104.7
105.7
105.7
103.7
104.9
107.5
106.7
106.1
104.9
105.0
104.9
Unless OtherwISe noted elevations snown are to nearest foot.
“FSG” denotes finish subgrade elevation.
Degree of
Compaction
(%I
92
92
92
92
93
93
91
92
92
91
92
94
93
93
92
92
92
Compaction
Curve No. Remarks
5
5
5
5
5
5
5
5
5
5
5
5
5 Slope Area
5 Slope Area
5
5
5 Slope Area
I / I I I I I i I I / I , , ,
i 21*-a” I \
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
st
& Date of Test Test Location
Approximate Water Dry Degree of
Elevation
(Feet)
Content Density Compactlon Compaction
(%I Ipcfl 1%) Curve No. Remarks
i 7/28181 Lot 1 206 13 104.7 92 5 Slope Area
Waterline Trench Backfill
? 7/29/81 Camino Vlda Roble
Station 27+00
FSG-2’ 15 103.0 90
B 7129181 FSG-2’ 11 103.1 90
3 7/29/81 FSG-2’ 16 103.5
0 7129181 FSG 12 103.4
1 7129181 FSG 16 105.2
90
90
92
2 7/29/81
Camino Vlda Roble
Station 29+00
Camlno Vida Roble
Station 31+00
Camino Vida Roble
Station 26+00
Camlno Vlda Roble
Station 30+00
Embankment
Lot 1
Box Culvert Backfill
Carte Del Abeto
Corte Del Abeto
Carte Del Abeto
Carte De1 Abeto
Corte Del Abeto
Corte Del Abeto
208 12 105.2 92 5 Slope Area
3 7129181
4 7129181
5 7129181
6 7/29/81
7 7130181
8 7130181
183 18
185 21
185 21
187 18
189 20
189 19
98.9
98.2
98.8
99.4
100.2
100.4
90
90
90
91
91
92
Notes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
11 “FSC.” denotes finish sllhqrade elevation.
I I I I I I I 1 I I I I I I I I I 21 ‘, I
i I
TABLE A ! SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 andlor ASTM D2922-78, ASTM D3017-78)
:st
lo 2 Date of Test
9 7/30/81
0 7/30/81
‘1 7J31181
,2 7J31181
'3 7J3iJai
'4 7131181
'5 8/05/81
'6 8/05/81
'7 8/05/81
'8 8105181
19 e/05/81
IO 8lO6llli
$1 8106181
12 8/06/81
Approximate Water Dry
Test Location
Elevation Content Density
(Feet) (%I (pcfl
Embankment
Lot 5
Lot 5
Tract 80-33 - Waterline
Trench Backflll
Las Palmas Dr. - Sta. 22+50
Las Palmas Dr. - Sta. 18+80
Las Palmas Dr. - Sta. 20+40
Las Palmas Dr. - Sta. 23+40
Tract 80-34 - Embankment
Lot 11
Lot 11
Lot 10
Lot 10
Lot 7
Electric Trench Backflll
Lot 12
Lot 7
Lot 6
235 14 106.9
238 13 105.7
93 5
92 5
FSG-2’ 14 104.6 91
FSG-2’ 16 104.4 91
FSG 15 105.0 92
FSG 14 104.7 91
200 (FSG) 15 103.9 91
199 (FSG) 13 105.7 92
191 (FSG) 15 105.5 92
192 (FSG) 12 104.9 92
226 (FSG) 17 106.6 93
FSG-1’ 12 107.0 94 5
FSG-1’ 13 106.1 93 5
FSG-1’ 12 105.7 92 5
Notes: 11 “CompactIon Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
31 “FSG” denotes finish subgrade elevation.
Degree of
Compaction Compaction
(%I Curve No. Remarks
I / / I I I I I I I I I I I I I
, I
TABLE A .! SUMMARY OF FIELD DENSITY TEST RESULTS [ASTM D1556-64 andlor ASTM D2922-78, ASTM D3017-781
+
Approximate Water Dry Degree of
Elevation Content Density Compaction Compaction ,_
k Date of Test Test Location (Feet) (%I (@I. i%l Cur-be No. Remarks
8/07/81
E/07/81
8/071il1
8107181
8107181
8113181
8113181
, S/13/81
8/13/81
, 8113181
I 8113181
I 8114181
i 8/ 14181
1 8l14181
1 E/14/81
Embankment
Lot 1
Lot 1
Lot 1
Lot 1
Lot 1
Box Culvert Backfill
Carte Del Abeto
Carte Del Abeto
Corte Del Abeto
Corte Del Abeto
Corte Del Abeto
Tract 80-33 - Storm Drain
Trench Backfill
Lot 8
Lot 8
Lot 8
Lot 8
Lot 8
210 14 104.5 91 5
210 14 105.5 92 5
203 12 106.3 93 5 Slope Area
205 15 105.6 92 5 Slope Area
207 11 104.7 92 5
183 15 102.9 90
185 16 103.4 90
187 13 103.1 90
189 12 104.7 91
190 13 104.6 91
FSG-4’ 18 90.0 79 3 Test failed, see #594
FSG-4’ 13 104.9 92 3 Retest of #593
FSG-4’ 12 104.3 91 3
FSG-2’ 13 105.5 92 3
FSG-2’ 14 105.9 93 3
Notes: 11 “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
3) “FSG” denotes finish s~rhgrade elevation.
/ I / 1 / / I I / I I I I I I 21 ) I
, /
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
zst
o- Date of Test Test Location
8 e/14/81
9 8114181
0 8118181
8118181
I2 8ll8lEI
I3 8118181
I4
15
8/18/81
8/18/81
16 811818’1
Tract 80-34 - Embankment
Lot 5
Lot 5
Sewerline Trench Backfill
Corte Del Abeto
Station lO+OO
Carte Del Abeto
Station 11+50
Corte Del Abeto
Station 9+25
Carte Del Abeto
Station 11+00
Tract 80-33 - Storm Drain
Trench Backfill
Lot 8
Lot 8
Tract 80-34 - Sewerllne
Trench Backfill
Carte Del Abeto
Station lo+25
Approximate Water Dry Elevation
Degree of
(Feet)
Content Density Compaction Compaction
I%1 (pcfl (%I Cut-be No. Remarks
234 (FSGI 15
235 (FSG) 13
FSG-4’
FSG-4’
FSG-2’
FSG-2’
FSG
FSG
FSG 10 103.7 90 1
14
15
13
14
12
14
104.6 91 3
104.8 92 3
96.6
96.6
92 7
92 7
96.7 92 7
96.7 92 7
105.8 92
105.8 92
Notes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown aie to nearest foot.
31 “FSG” denotes finish subgrade elevation.
I I I / I I I / I / I I / I I I 21’.-jcj 1 \
TABLE A ! SUMMARY OF FIELD DENSITY TEST RESULTS IASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
it
k Date of Test Test Location
Approximate Water Dry Degree of
Elevation
(Feet)
Content Density Compaction Compaction
(%I (pcf) (“a) Curve No. Remarks
e/19/81
8/ 19/81
8126181
E/26/81
8127181
E/27/81
8/27/81
8/28181
8/28lfIl
8/28/81
aI2ala1
Corte De1 Abeto
Station 11+50
Waterline Trench Backfill
Corte Del Abeto
Station 0+90
Corte Del Abeto
Station O+SO
Embankment
Lot 4
Lot 4
Lot 1
Lot 1
Lot 1
Sewerllne Trench Backfill
Camino Vida Roble
Station 40+25
Camino Vlda Roble
Station 39+00
Camlno Vlda Roble
Station 43+00
Camino Vlda Roble
Station 40+00
FSG 10 106.4 93 1
FSC 14 105.4
FSG-1’ 14
205 (FSC) 11 107.0
205 (FSC) 12 106.5
210 (FSC) 14 105.1
211 (FSC) 14 104.8
209 15 105.6
105.0
92
91
93
93
92
92
92
FSG-4’ 8 107.0 93 1
FSG-6’ 12 105.3 92
FSG-2’ 15 104.6 91
FSC-2’ 14 103.2 90
1
1
5
5
5 Slope Area
1
1
1
votes: 1) “Compaction Curve No.” refers to Table 8.
2) Unless otherwise noted elevations shown are to nearest foot.
31 “FSG” denotes finish suhqrade elevation.
I / , , I I I , 1 1 I I I I I I I
/ I
! 21 )D
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
t
Approximate Water
Elevation Content
1. Date of Test Test Location (Feet) -- -(&I--
8128181
8128181
8l28tSl
8128181
8/31/81
8131181
8/31/81
S/31/81
g/31/81
8/31/81
8/31/81
Camlno Vida Roble
Station 38+50
Camino Vida Roble
Station 45+00
Corte Del Nogal - Sta. 4+00
Corte Del Nogal - Sta. 2+20
Camino Vlda Roble
Station 47+20
Camlno Vlda Roble
Station 44+00
Camlno Vlda Roble
Station 38+00
Camino Vlda Roble
Station 41+50
Camino Vlda Roble
Station 47+00
Camlno Vlda Roble
Station 44+00
Camino Vlda Roble
Station 38+00
Degree of
Compaction
I%)-
FSC-4’ 10
Density
(PCf)
104.6 91
Compaction
curve No.
1
FSC-2’ 12 104.1 91 1
FSC-3’ 12 105.2 92
FSC-2’ 15 103.0 90
FSG-3’ 15 103.7 91
FSC-2’ 16 105.1 92 5
FSC-3’ 13 104.5 91 5
FSC-2’ 13 104.3 91 5
FSG-I’ 16 103.8 91 5
FSC
FSC-1’
17
14
103.5
104.0
90 5
91 5
Dry
Remarks
\lotes: 1) “Compaction Curve No.” refers to Table EI.
2) Unless otherwise noted elevations shown are to nearest foot.
31 “FSC” denotes finish subgrade elevation.
I I I I / I I I I I I I I / I I I I I
/ )
7’ ;a0
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
Approxlmate Water Dry st Elevation Content Denslty
o- Date of Test Test Location (Feet) (8) Ipcf)
tl 8/31/81
1 8/31/81
2 8/31/81
3 S/31/81
4 g/01/81
5 g/01/81
6 g/01/81
;7 9/01/81
i8 9/01/81
I9 g/01/81
#O g/01/81
I1 g/01/81
12 g/01/81
13 g/01/81
14 9/02/81
Camino Del Roble
Station 41+60
Corte Del Nogal - Sta. 5+00
Corte Del Nogal - Sta. 3+50
Corte Del Nogal - Sta. l+OO
Waterline Trench Backfill
Corte Del Nogal - Sta. 8+00
Corte Del Nogal - Sta. 6+00
Corte Del Abeto - Sta. 11+50
Corte Del Abeto - Sta. 9+50
Lot 3
Lot 3
Lot 3
Lot 3
Corte Del Abeto - Sta. lO+OO
Corte Del Abeto - Sta. 11+50
Sewerline Trench Backfill
Lot 5 - Station 2+00
FSC 15 103.5
FSC-2’
FSG
FSG
12
13
12
104.9
104.7
105.4
FSG-2’ 8 103.9
FSG-2’ 10 105.7
FSG-2’ 10 105.5
FSG-2’ 11 104.9
FSG-2’ 15 106.0
FSG-2’ 15 104.3
FSG 13 103.8
FSG 13 104.8
FSG 14 104.9
FSG 15 104.4
FSG-4’ 14 95.1
Notes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwlse noted elevations shown are to nearest foot.
3) “FSG” denotes finish subgrade elevation.
Degree of
Compaction Compaction
1%) Curve No.
90 5
92 5
92 5
92 5
Remarks
90 1
92 1
92 1
91 1
92 1
91 1
90 1
91 1
91 1
91 1
83 5 Test failed, see #645
I / I / / I I I I I I I I I ’ 2la. ’ I
I /
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM Dl556-64 and/or ASTM D2922-78, ASTM D3017-78)
St
L Date of Test
9/02/81
g/02/81
9/02/81
g/02/81
3 9/02/81
0 g/02/81
1 g/02/81
2 g/02/81
3 g/03/81
4 g/03/87
5 9/03/81
6 9103187
7 910318;
8 g/03/81
Test Location
Approximate Water Dry Degree of
Elevation
(Feet)
Content Density Compaction Compaction
(“a) fpcf) (%I Curve No. Remarks
Lot 5 - Station 2+00
Lot 5 - Station 3+00
Lot 5 - Station 1+25
Lot 5 - Station 2+70
Waterline Trench Backfill
Corte Del Nogal - Sta. 7+00
Corte Del Nogal - Sta. 6+00
Sewerllne Trench Backfill
Lot 5 - Station 2+00
Lot 5 - Statlon 0+75
Lot 2
Lot 2
Lot 2
Lot 2
Storm Drain Trench Backfill
Corte Del Nogal - Sta. Y+OO
Corte Del Nogal - Sta. 1+75
FSG-4’
FSG-4’
FSG-2’
F SC-2’
FSG
FSG
FSG
FSC
FSG-4’
FSG-4’
FSG-2’
F SG-2’
FSG-4’
FSG-4’
14
12
14
14
14
13
15
15
11
15
12
14
15
13
104.0 92 5 Retest of #644
105.6 92 5
105.3 92 5
105.1 92 5
104.4
104.1
105.1
104.9
105.9
104.7
105.8
107.1
104.3
105.5
91 5
91 5
92
92
93
92
92
94
Slope Area
Slope Area
Slope Area
Slope Area
91 5
92 5
Notes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
3) “FSC” denotes finish subgrade elevation.
I I I , I I I I I I I I I I I I I I I 2’V’-JL)
\ ‘I /
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-781
St
o, Date of Test
I
t
I
I
3
t
5
6
7
B
9
3
1
2
9/04/81
9/04/rJl
g/04/81
g/04/81
9/04/81
Corte Del Nogal - Sta. 3+50
Corte Del Nogal - Sta. 2+00
Corte Del Nogal - Sta. 4+00
Corte Del Nogal - Sta. 2+50
Camino Vida Roble
Station 39+00
FSG-2’
FSG-2’
FSG
FSG
FSG-4’
g/04/81 Camino Vida Roble
Station 37+50
FSG-4’
9/04/87 Camino Vlda Roble
Station 39+40
FSG-2’
9104181 Camlno Vlda Roble
Station 38+00
FSG-2’
g/08/87 Camino Vida Roble
Station 39+00
FSG
9/08/61 Camino Vida Roble
Station 37+80
FSG
g/O8181 Corte Del Nogal - Sta. 39t40 FSC-3’
9108181 Corte Del Nogal - Sta. 39t40 FSG-1’
9/09/81 Corte Del Nogal - Sta. 5+00 FSG-4’
9/09/81 Corte Del Nogal - Sta. 5+00 FSG-2’
Approximate Water Dry Elevation
Degree of
(Feet)
Content Density Compaction Compaction
(%I (pcfl I%1 Curve No. Remarks Test Location
14
15
12
14
11
12
73
15
75
15
13
13
12
12
104.7
105.0
104.5
104.4
104.8
105.2
705.0
104.5
105.4
104.0
104.3
104.7
106.7
105.0
Notes: 11 “Compaction Curve No.” refers to Table Et.
2) Unless otherwise noted elevations shown are to nearest foot.
31 “FSG” denotes finish subgrade elevation.
91 5
92 5
91 5
97 5
92 5
92 5
92 5
91 5
92 5
91 5
92 5
91 5
93 5
92 5
I I* I / I / , I I I I I I I I I I
I / 7’.,;*O
TABLE A - SUMMARY OF FIELD DENSITY TEST RESLJLTS (ASTM DlS56-64 and/or ASTM D2922-78, ASTM D3017-78)
Approximate Water
st Dry Degree of
Elevation
0, Date of Test Test Location (Feet)
Content Density Compaction Compaction
I%) Ipcf) (%I Curve No. Remarks
3
4
5
‘6
‘7
‘8
‘9
10
II
I2
i3
9116181
9116181
g/16/81
9/1?/81
9/1?/81
g/17/81
9/1?/81
9/1?/81
9/1?/81
Corte Del Nogal - Sta. S+OO
Box Culvert Backfill
Camino Vida Roble
Station 3?+12
Camino Vlda Roble
Station 3?+12
Camlno Vida Roble
Station 37+12
Camlno Vlda Roble
Station 37+12
Waterline Trench Backflll
Carte Del Nogal - Sta. 4+50
Corte Del Nogal - Sta. 2+80
Corte Del Nogal - Sta. 1+20
Camlno Vida Roble
Station YltOO
Camlno Vlda Roble
Station 42t70
Camino Vlda Roble
Station 45tO0
FSC 14 104.2
FSG-2’ 16
FSG 15
FSC-2’ 16
FSG
FSG-1’
FSG-1’
FSC-1’
FSC-1’
FSG-1’
FSG-1’
12
11
13
12
10
9
10
103.7
104.0
105.5
104.9
104.3
105.1
104.7
107.4
105.4
106.6
Notes: 1) “CompactIon Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
3) “FSC” denotes finish subgrade elevation.
91 5
91 5
91 5
92 5
92 5
91
92
91
94
92
93
5
5
I I I I / I I I ! / I / I I I I
I 1 2. pu
TADLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D301?-78)
it
b Date of Test
911?/81
g/l?/81
9121181
9721181
g/21/81
9/21/81
9/29/81
g/29/81
9/29/81
g/29/81
10/l/81
Approximate Water Dry Degree of
Elevation Content Density Compaction Compaction
(Feet) (“al fpcfl (%I Curve No. Remarks Test Location
Camino Vida Roble
Station Y7+50
Camino Vida Roble
Station 49t20
Camlno Vida Roble
Station 34+00
Camino Vlda Roble
Station 36tOO
Camino Vida Roble
Station 37t50
Camino Vlda Roble
Station 39tO0
Camino Vida Roble
Station 34+50
Camino Vida Roble
Station 37+?5
Camino Vida Roble
Station 41+00
Camino Vida Roble
Station 45+00
Palomar Airport Road
Station 148t50
FSC-1’
FSG-1’
FSG-1’
FSG-1’
FSG-1’
FSG-1’
FSG
FSC
FSG
FSC
FSG-1’
I5
14
12
12
13
14
12
12
12
13
14
103.9
103.8
105.7
105.4
105.9
105.5
105.0
105.7
104.4
106.2
105.2
91 5
91 5
92 5
92 5
93 5
92 5
92 5
92 5
91 5
93 5
92 5
Notes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
3) “FSC” denotes finish subgrade elevation.
I I I 1 ! / / I I I I I I , I
, / - q-3D
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D301?-78)
=zt
Approximate Water Dry Degree of
Elevation Content Density Compaction Compaction
(pcf) (8) Curve No.
--_
40 2 Date of Test Test Location (Feet) (%I Remarks
92 5
91 5
91 5
92 5
91 5
91 5
91 5
I5 10/l/81
I6 10/l/81
37
38
39
DO
01
02
03
04
05
10/l/81
10/7/81
10/?/81
10/7/81
lo/?/81
10/22/81
10/22/81
10/22/81
10/22/81
Palomar Airport Road
Station 145+00
Palomar Airport Road
Station 142t50
Palomar Airport Road
Station 139tO0
Palomar Airport Road
Station 151+50
Palomar Airport Road
Station 153+50
Palomar Airport Road
Station 150tO0
Palomar Airport Road
Station 147+00
Box Culvert Backfill
Station 37t28
Station 3?+28
Station 37t28
Storm Drain Trench Backfill
Camino Vlda Roble
Station 49+64
FSC-1’ I2 105.2
FSC-1’ 14 103.8
FSC-2’ 15 103.6
FSC-1’ 14 105.0
FSG-1’ 14 104.4
FSG 15 104.4
FSG 17 104.0
FSC-2’ 16 103.1 90 5
FSG-2’ 15 105.1 92 5
FSC 12 104.6 91 5
FSC-5’ 15 103.5 90 5
Notes: 1) “Compaction Curve No.” refers to Table 6.
2) Unless otherwise noted elevations shown are to nearest foot.
3) “FSG” denotes finish subgrade elevation.
I / I , / I I I I / ! I I I I I I I
I / 2.-;3D
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D301?-781
st
” Date of Test
Approximate Water
Elevation Conteni Dry
Test Location (Feet) (%I
Density
fpcfl
103.8
Degree of
Compaction
(%I
Compaction
Curve No.
5
Remarks
i 10/22/81
1 10122181
3 10/22/81
3 10/23/81
I 10/23/81
1 lo/23181
z 10/23/81
3 10/23/81
I 10/23/81
5 1012?/81
5 10/27/81
1 10/2?/81
Camino Vida Roble
Station 49t64
Camino Vida Roble
Station 49+64
Camino Vida Roble
Station 49t64
Electric Trench Backfill
Camino Vida Roble
Station 28+22
Corte Del Abeto - Sta. Ot80
Corte Del Abeto - Sta. 1+50
Camino Vlda Roble
Station 28+22
Camino Vida Roble
Station 30tO0
Carte Del Abeto - Sta. 6+00
Waterline Trench Backfill
Lot 3
Lot 3
Lot 3
FSC-3’ 16 91
FSG-1’ 11 104.7 91 5
FSC 12 105.2 92 5
FSC-1’ 15 99.5 87 5 Test failed, see #712
FSG-1’ 16
FSG-1’ 15
FSC-1’ 15
103.2
103.0
104.5
90
90
91 Retest of #?09
FSG-1’ 15
14
11
13
11
103.6 91 5
FSG-1’ 105.6 92 5
FSG-4’
FSG-2’
FSG
106.4
104.8
104.8
93 5 Slope Area
92 5 Slope Area
92 5 Slope Area
Votes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
31 “FSG” denotes finish subgracle elevation.
I I I I I I I I I I I I I
2. 13”
I 1
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
St
k Date of Test Test Location
Approximate Water Dry Degree of
Elevation
(Feet)
Content Density Compaction Compaction
(“a) (pcf) (“a) Curve No. Remarks
10/27/81
10/27/81
10127/81
10/27/81
10/28/81
10/28/81
10/28/81
10/28/81
10/28/81
10/28/81
10/28/81
Electric Trench Backfill
Camino Vida Roble
Station 38+00
Camino Vida Roble
Station 34+00
Camino Vida Roble
Station 26+00
Camino Vida Roble
Station 30+00
Tract 80-33 - Electric
Trench Backfill
Las Palmas Dr. - Sta. 21+50
Las Palmas Dr. - Sta. 19+50
Las Palmas Dr. - Sta. 18+00
Las Palmas Dr. - Sta. 20+20
Las Palmas Dr. - Sta. 16+50
Tract 80-34 - Electric
Trench Backfill
Carte Del Nogal - Sta. 5+71
Carte Del Nogal - Sta. 3+71
FSC-1’
FSC-1’
FSC-1’
16 103.7 91 5
16 102.7 90 5
15 104.6 91 5
FSG-1’ 15 102.7 90 5
FSC-1’ 14 103.9 91
FSG-1’ 13 104.1 91
FSC-1’ 15 104.6 91
FSG-1’ 14 105.1 92
FSG-1’ 16 104.0 91
FSG-1’
FSG-1’
17 104.7
15 103.7
91
91
5
5
qotes: 1) “Compaction Curve No.” refers to Table 13.
2) Unless otherwise noted elevations shown are to nearest foot.
3) “FSG” denotes finish subgrade elevation.
I I I , I , I I 1 I I I ‘21iJ “.! ,
1 I
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and&r ASTM D2922-78, ASTM D3017-78)
st
5 Date of Test Test Location
Approxlmate Water Dry Degree of
Elevation
(Feet)
Content Density Compaction Compaction
($1 (pcf) (%I Curve No.
3 10/28/81 Corte Del Nogal - Sta. 2+00 FSG-1’ 15 104.4
Tract 80-33 - Electric
Trench Backfill
0 10/29/81 Las Palmas Dr. - Sta. 23+75 FSG-1’ 16 106.0
Tract 80-34 - Electric
Trench Backfill
1 lo/29181
2 10/29/81
3 10/29/81
4 10/29/81
5 lOl29l81
6 10/30/81
Carte Del Nogal - Sta. 4+00
Corte Del Nogal - Sta. 8+00
Carte Del Nogal - Sta. 0+00
Carte Del Nogal - Sta. 9+40
Corte Del Nogal - Sta. 12+00
Camino Vlda Roble
Station 40+00
FSG-1’ 15 104.7
FSG-1’ 18 104.7
FSG 16 105.5
FSG-1’ 17 104.1
FSG-1’ 17 107.4
FSG-1’ 16 105.7
7 10/30/81 Camino Vida Roble
Station 42+00
FSG 16 104.2
8 10/30/81 Camlno Vlda Roble
Station 44+00
FSG-1’ 16
9
0
10/30/81 Carte Del Abeto - Sta. lO+OO FSG 16
10/30/81 Carte Del Abeto - Sta. ll+OO FSG-1’ 17
104.0
104.0
104.1
Remarks
Notes: 1) “Compaction Curve No.” refers to Table 6.
2) Unless otherwise noted elevations shown are to nearest foot.
3) “FSG” denotes finish subgrade elevation.
91 5
93 5
91
91
92
91
91
92
91 5
91 5
91
91
5
5
I I I I , I I I I I I I I I I I I 21,. ,!J
TABLE 8. ‘-
\ ,
SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
Approximate Water Dry Degree of
:st Elevation
IO
Content Density Compaction Compactlon
2 Date of Test Test Location (Feet) (%I (pcfl (%I Curve No. Remarks
1 11/Z/81
2 11/2/81
3 11/2/81
4 1112181
5 11/2/81
t6 11/2/81
87 11/3/81
18 11/3/81
11/3/81
11/3/8i
11/3/81
Tract 80-34 - Sewerllne
Trench Backfill
Lot 2
Lot 2
Embankment
Palomar Alrport Road
Station 138+00
Storm Drain Trench Backfill
Lot 5
Lot 4
Lot 6
Embankment
Palomar Airport Road
Station 138+00
Palomar Alrport Road
Station 138+25
Palomar Alrport Road
Station 137+25
Palomar Alrport Road
Station 138+00
Palomar Airport Road
Station 137++50
FSG 16 104.9
FSG 17 103.1
184 14 100.7
FSG 14 104.7
FSG 14 105.3
FSG 14 106.9
184 14
186 15
188 16
190 (FsGI 15
191 (FSG) 15
103.2
103.9
104.0
106.8
105.9
Notes: 11 “Compaction Curve No.” refers to Table B.
21 Unless otherwise noted elevations shown are to nearest foot.
3) “FSG” denotes finish subgrade elevation.
91
90
88
91
92
93
90
91
91
93
93
5 Test failed, see #747
Slope Area
Slope Area
Retest of #743
I I I I I I I I I I I I I I ’ 21. h I
1 I i
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
!st
Approxlmate Water Dry Etevatlon Content Densitv
IO 2 Date of Test Test Location (Feet) (%I (pcf)
/9/81
19181
19181
/g/81
/9/81
/9/81
,8 11/g/81
11/9/81
1119181
11/g/81
11/9/81
ll/lO/Sl
Tract 80-33 - Storm Drain
Trench Backfill
Lot 3 FSG
Lot 4 FSG
Lot 5 FSG
Lot 6 FSG
Lot 7 FSG
Lot 8 FSG
Tract 80-34 - Structural Sectlon
Palomar Alrport Road
South Slde - Sta. 157+10
FSG
Palomar Alrport Road
South Slde - Sta. 155+00
FSG
Palomar Airport Road
South Side - Sta. 152+00
FSG
Palomar Airport Road
South Side - Sta. 148+00
FSG
Palomar Airport Road
South Slde - Sta. 145+00
Palomar Airport Road
South Side - Sta. 143+00
FSG
FSG
12 108.4 95
13 104.3 91
14 103.8 91
11 104.8 92
13 104.5 91
16 103.8 91
20
19
14
13
15
14
101.5 93
101.1 92
108.0 94 5
106.9 93 5
106.8 93
105.8 92
Notes: 1) “Compaction Curve No.” refers to Table B.
21 Unless otherwise noted elevations shown are to nearest foot.
31 “FSG” denotes finish subgrade elevation.
Degree of
Compaction
(%I
Compaction
Curve No. Remarks
9
9
5
5
I I I I I / I I I I I I I I I , 2=-y I
I ,
TABLE r. ‘- SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78. ASTM D3017-78)
zst
Approximate Water Dry Elevation Content Density
40. Date of Test Test Location (Feet) (%I -
i4 11/10/81
is llllOl81
Palomar Airport Road
South Side - Sta. 141+50
FSG 16
. (pcf)
104.8
i6 11/10/81
i7 11/10/81
i8 11/12/81
i9 11/12/81
10 11
r1 11
12 11
12/81
12181
12/81
‘3 11/12/81
r4 11/12/81
Palomar Alrport Road
South Slde - Sta. 138+50
Electric Trench Backfill
Corte Del Nogal - Sta. 4+80
Corte Del Nogal - Sta. 4+70
Structural Section
Palomar Alrport Road
South Slde - Sta. 156+50
Palomar Alrport Road
South Slde - Sta. 153+00
Palomar Airport Road
South Slde - Sta. 150+00
Palomar Alrport Road
South Side - Sta. 146+00
Palomar Alrport Road
South Slde - Sta. 156+50
Palomar Alrport Road
South Slde - Sta. 153+00
Palomar Airport Road
South Side - Sta. 150+00
FSG 15 104.4
Degree of
Compaction Compactlon
(%I Curve No.
92 5
91 5
FSG 14 106.9 93 5
FSG 16 104.4 91 5
FBG 5 127.4
FBG 5 127.0
92 11
92
FBG 5 128.0 92
FBG 6 123.7 89
FBG 5 131.8
FBG 5 131.4
FBG 6 132.0
95
95
95
11
11
11
11
11
11
Notes: 11 “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
3) “FSG” denotes finish subgrade elevation.
4) “FBG” denotes finish base grade elevation.
Remarks
Test falled, see #772
Test failed, see 8773
Test failed, see 8774
Test failed, see #775 ,
Retest of t768
Retest of t769
Retest of 11770
I I I I I I I I I I I I I I I I I I
I zrw-,i, I !
TABLE A - SlJMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-781
!st
IO 2 Date of Test
5
6
‘7
‘8
19
60
El
lfz
83
54
85
96
57
B8
11/12/81
11/12/81
11/12/&l
11/12/81
ii113/81
Test Location
Approximate Water Dry Elevation
(Feet)
Content Density
I%) Ipcf)
Palomar Airport Road
South Side - Sta. 146+00
Palomar Airport Road
South Side - Sta. 143+00
Palomar Airport Road
South Side - sta. 140+00
Palomar Airport Road
South Side - Sta. 138+00
Palomar Airport Road
FBC
FBC
FBC
FBC
F%C
131.6
131.6
132.2
127.5
132.6
Degree of
Compaction Compaction
(%I Curve No. Remarks
95 11 Retest of #771
95 11
96 11
92 11
96 11
South Side - Sta. 138+00
/17/81 Corte Del Nogal - Sta. 12+00 FSG 13 109.8 96 5
/17/81 Corte Del Abeto - Sta. lo+00 FSG 13 106.7 93 5
117181 Corte De1 Abeto - Sta. 12+00 FSG 14 107.5 94 5
11/18/81
il/m/ei
11/18/81
Corte De1 Abeto - Sta. 2+00
Corte De1 Abeto - Sta. 3+50
Corte Del Abeto - Sta. 4+75
Corte De1 Abeto - Sta. 6+50
Corte Del Nogal - Sta. 2+25
Corte Del Nogal - Sta. 4+75
FSG
FSG
FSG
FSG
FSG
FSG
12 109.3 95
12 105.9 92
11 105.4 92
12 106.7 93
15 107.9 94
11 106.5 93
Test failed, see #779
Retest of #77a
Notes: 11 “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
3) “FSG” denotes finish stlbgracle elevation. Of , ‘~C.‘lYl’ -I,r,~otrxr fi)>irlr t>7rn rst-7rtc rlo~ration.
1 / I 1 1 I I I I I I I I I I
) I 12, h I
I
TARLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM 02922-78, ASTM D3017-78)
st
k Date of Test
Approxlmate Water
Test Location
Dry Elevation Content Density
(Feet) (%I (PCf)
J lll18181
3 11/18/81
11/19/81
19/81
19/81
19/81
19/81
‘6
17
8
9
‘0
1
2
3
1:
1
1.
1,
2Ol81
/20/81
/20/81
120/81
11/20/81
11/23/81
11/23/itl
11123181
Corte Del Nogal - Sta. 6+50 FSG
Corte Del Nogal - Sta. 8+00 FSG
Tract 80-33 - Structural Section
Las Palmas Dr. - Sta. 22+00 FSG
Las Palmas Dr. - Sta. 20+00 FSG
Las Palmas Dr. - Sta. l&O0 FSG
Las Palmas Dr. - Sta. 16+00 FSG
Las Palmas Dr. - Sta. 15tOO FSG
Tract 80-34 - Structural Section
Corte Del Nogal - Sta. VI+00 FBG
Corte Del Nogal - Sta. 12+00 FBC
Corte Del Nogal - Sta. lo+25 FBG
Corte Del Abeto - Cul-de-sac FBG
Corte Del Abeto - Cul-de-sac FBC
Corte Del Abeto - Sta. lO+OO FBG
Corte Del Abeto - Sta. E+OO FBG
Corte Del Abeto - Sta. 6tO0 FBG
15
10
106.8
107.0
93
94
Compaction
Curve No.
5
5
14 107.3 94
13 106.7 93
12 106.7 93
15 107.6 94
14 107.8 94
8 125.8 97 12
8 124.5 96 12
9 124.4 96 12
9 118.8 92 12
9 125.4 97 12
7 123.0 95 12
6 122.8 95 12
7 123.5 95 12
Notes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwlse noted elevations shown are to nearest foot.
3) “FSG” denotes finish subgrade elevation.
4) “FBG” denotes finish base grade elevation.
Degree of
Compactlon
($1 Remarks
Test failed, see #800
Retest of If799
I I I I I I I I I I I I I I ’ 21.. J I
I i I
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM DlS%-64 and/or ASTM D2922-78, ASTM D3017-78)
Approximate Water Dry
ist Elevation
& Date of Test
Content Density
Test Location (Feet) (%I CPCf)
4 11/23/81
5 11123/81
6 11/23/81
17 11/23/81
18 11123181
19
IO
11
12
13
14
15
16
11/24/81
11/24/81
11/24/81
11/24/81
11/24/81
11/25/81
11/25/81
lll25i81
Corte Del Abeto - Sta. 3+00 FBC
Corte Del Abeto - Sta. l+OO FBG
Corte Del Nogal - Sta. 7+00 FBC
Corte Del Nogal - Sta. 3+00 FBG
Corte Del Nogal - Sta. l+OO FBG
Tract 80-33 - Structural Section
Las Palmas Dr. - Sta. 16+00 FBC
Las Palmas Dr. - Sta. 18+00 FBC
Las Palmas Dr. - Sta. 20+00 FBC
Las Palmas Dr. - Sta. 22+00 FBG
Las Palmas Dr. - Sta. 23+00 FBC
Tract 80-34 - Structural Section
Camlno Vlda Roble FSC
Station 27+00
Camlno Vlda Roble FSG
Station 30+00
Camlno Vlda Roble FSG
Station 37+00
10 124.6 96
10 124.7 96
8 125.7 97
8 124.6 96
10 124.2 96
Compaction
Curve No.
12
12
12
12
12
8 123.7 95 12
9 123.2 95 12
10 122.3 95 12
8 124.3 96 12
9 124.9 96 12
16 108.3 95
15
IS
107.3 94
108.9 95
Notes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
31 “FSG” denotes finish subgrade elevation.
4) “FBC” denotes finish base grade elevation.
Degree of
Compaction
(%I Remarks
I I / 1 I I I I I I I I I2ll --/ I
I 1 I
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
it
k Date of Test Test Location
Approxlmate Water Dry Degree of
Elevation
[Feet)
Content Density Compaction Compaction
(%I (PCC) (8) Curve No. Remarks
11/25/81
12/01/81
12/01/81
12/01/81
12/02/81
12/02/81
12/02/81
12102181
12/02/81
12102181
Camino Vlda Roble
Station 28+50
Waterline Trench Backfill
Camlno Vlda Roble
Station 32+00
Camlno Vida Roble
Station 32+00
Camino Vida Roble
Station 32+00
Camlno Vida Roble
Station 49+50
Camlno Vlda Roble
Station 49+50
Camino Vida Roble
Station 49+50
Storm Drain Trench Backfill
Structural Section
Camlno Vida Roble
Station 41+50
Camino Vida Roble
Station 35t60
FSG
FSG-4’
FSG-2’
FSG
FSG-5’
FSG-3’
FSG-1’
FSG
FSG
FSC
15
13
13
13
15
15
14
15
17
19
108.1 94 5
104.0 91
104.5 91
106.2 93
104.0
103.3
105.5
91
90
92
105.6 92 5 Wash Out Repair
106.7 93
96.0 83
Notes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
31 “FSG” denotes finish subgrade elevation.
Wash Out Repair
Wash Out Repair
Wash Out Repair
Test failed. see #829
I I / I ! I I I I I I I / I I I
I I 2’ 80
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM 03017-78)
it
k Date of Test Test Location
Approximate Water Dry Degree of
Elevation
(Feet)
Content Density Compaction Compaction
(%I Ipcf) I%) Curve No. Remarks
1 12/03/81 Camino Vida Roble
Station 35+60
FSG 13 104.3 91
I 12/03/81 Camino Vida Roble
Station 34tO0
FSG 15 104.6 91
I 12/03/81 Camino Vida Roble
Station 33+00
FSG 15 104.6 91
2 12/03/81 Camino Vlda Roble
Station 43+00
FSG 14 107.2 94
3 12/03/81 Camino Vida Roble
Station 46+00
FSG 14 106.4 93
t 12/03/81 Camino Vida Roble
Station 48+00
Tract 80-33 - Storm Drain
Trench Backfill
FSG 15 106.4 93
5 12/07/81 Lot 2 FSG-2’ 15 108.0
5 12/07/81 Lot 2 FSG 17 105.8
1 12/07/81 Lot 6 FSG-2’ 14 104.3
3 12107/81 Lot 6 FSG 18 106.4
12/02/81
12/02/81
Camino Vida Roble
Station 34+00
Camino Vida Roble
Station 36~30
FSG 18 95.0 83
FSG 16 105.3 92
94
92
91
93
Notes: 11 “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
3) “FSG” denotes finish stlhqrade elevatinn.
5 Test failed, see #830
5
5 Retest of #826
5 Retest of #827
5
I I I I I I I I I I I I / 1 I I I 1 21. iI I 1 I
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
st
c Date of Test Test Location
Approximate Water Dry Elevation
(Feet]
Content Density
(%I Ipcf)
9
0
81
I2
13
14
45
12/08/81
12/08/81
12/08/81
12/08/81
12/08/81
12/08/81
12/08/81
46 12/10/81
‘(7
38
12110181
12110181
Tract 80-34 - Structural Section
Camino Vida Roble
Station 30+00
FBC 11 123.0
Camino Vida Roble
Station 33tO0
FBC 11 126.6
Camino Vida Roble
Station 36tO0
FEG 10 125.8
Camino Vlda Roble
Station 39+OO
FBC 11 126.3
Camlno Vida Roble
Station 42+00
Camlno Vlda Roble
Station 45+00
Camino Vida Roble
Station 47+50
FBC
FBC
FBG
5 123.4
6 125.8
122.8
Tract 80-33 - Structural Section
Las Palmas Dr. - Sta. 23t50 FBG
Storm Drain Trench Backfill
Lot 3 FSG
Lot 5 FSC
9
9
11
10
122.4 95 12 Wash Out Area
105.8 92
106.4 93
Notes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
3) “FSG” denotes flnish subgrade elevation.
4) “FBG” denotes finish base grade elevation.
Degree of
Compaction Compaction
(81 Curve No. Remarks
95 12
98 12
97 12
98 12
95 12
97 12
95 12
5
5
I I I I I I I I I I I I ! I I I I I
/ A F-3D
TARLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78)
‘est
Approximate Water Dry Degree of
Elevation
No. Date of Test Test Location (Feet)
Content Density Compaction Compaction
(%I [pcf) (%I Curve No. Remarks
49 12110181
50 12/15/81
51 12/15/81
12/15/81
I53 12/15/81
154 12/15/81
155 12/15/81
I56 12/15/81
Lot 1
Lot 1
Tract 80-34 - Waterline
Trench Backflll
FSG-2’ 12 104.5 91 5
FSG 13 108.6 92 2
Camino Vida Roble
Station 32+00
FSG-5’ 15 108.5 92
Camino Vida Roble
Station 32+00
FSG-3’ 16 106.4 93
Camlno Vida Roble
Station 32+00
FSG-1’ 16 105.8 92
Camlno Vlda Roble
Station 32+00
FSG 15 106.3 93
Camino Vida Roble
Station 32+00
FSG 14 106.4 93
Camino Vlda Roble
Station 32+00
FBG 11 124.7 96
2
5
5
5
5
12
Water Break Repair
Water Break Repalr
Water Break Repair
Water Break Repalr
Water Break Repair
Water Break Repair
Notes: 1) “Compaction Curve No.” refers to Table I3.
:j
Unless otherwise noted elevations shown are to nearest foot.
“FSC” denotes finish subgrade elevation.
4) “FBC” denotes finish base grade elevation.
I I I I I I I I I I I I I I I 1
I ’ 21” ,!, I
I
TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS [ASTM D1556-64 and&r ASTM D2922-78, ASTM D30,1~781
St
k Date of Test Test Location
Approximate Water Dry Degree of
Elevation
(Feet)
Content Density Compaction Compaction
(%I (PCf) (%I Curve No. Remarks
8/03/81
E/03/81
8/03/81
8/03/81
8/04/81
8/04/81
8/04/81
8/04/81
8104181
1 8/04/81
I 8/05/81
I 8/05/81
I 8/05/81
I 8/05/81
i a/06/81
Palomar Airport Road
Widening - North Side
Station 146+20
Station 144+00
Station 145+50
Station 144+80
Station 145+80
Station 144+50
Station 146+40
Station 144+70
Station 147tOO
Station 145+20
Station 146+80
Station 145+00
Station 144t30
Storm Drain Trench Backfill
Station 144+30
Embankment
Station 146+10
178 15 106.5 90 8
178 13 107.4 91 8
180 16 104.0 91 5
180 17 106.5 93 5
182 13 101.6 93 9
182 13 100.3 92 9
184 14 99.7 91 9
184 11 104.7 92 5
186 10 104.9 92 5
186 13 106.6 93 5
188 13 103.5 so 5
188 13 104.8 92 5
185 14 105.6 92 5
187 11 106.6
192 11 106.0
93
93
5
5
Notes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwise noted elevations shown are to nearest foot.
/ I I 1 I 1 I I I I I I I I I I I
1 I 2 ’ q.-:o I
I
ELE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78) ,
Approximate Water Dry Degree of
est Elevation Contenl
jc& Date of Test Test Location (Feet)
Density Compaction Compaction
(%I Ipcf) (%I Curve No.
i 8/06/81
1 8/06/81
8 8/06/81
9 8/06/81
0 8/06/81
1 8/06/81
2 E/07/81
:3 8/07/81
14 8/10/81
!5 8/ 10181
!6 8110181
17 9/15/81
!8 9/15/81
19 g/15/81
IO 9/15/81
I1 S/15/81
I2 S/17/81
Station 147tOO
Station 146+60
Station 144t70
Statlon 142t80
Station 142t50
Station 143t90
Station 146+70
Station 145t70
Structural Section
Statlon 145t90
Station 145+50
Station 145+20
Station 147tOO
Station 146tlO
Station 144+50
Station 143+50
Station 144t50
Station 146t50
194
196
196
190
192
184
200
202
FSC
FSG
FSG
FSG
FSG
FSG
FSG
FSG
FBG
17
13
13
15
13
15
12
12
12
15
14
12
13
13
11
13
5
Remarks
103.1 94 9
101.9 93 9
102.9 94 9
101.4 94 9
103.2 94 9
101.3 93 9
104.1 91 5
104.5 91 5
105.5 92 5
105.3 92 5
104.9 92 5
104.2 95 9
106.5 97 9
107.1 94 5
108.5 95 5
109.0 95 5
131.4 95 11
Notes: 1) “Compaction Curve No.” refers to Table B.
2) Unless otherwlse noted elevations shown are to nearest foot.
3) 4 1
“FSG” denotes finish subgrade elevation.
“FnG” denotes finish hnse nrade elevation.
Test failed, see #31
Retest of #29
/ I I / I I I I 1 I I I I I I I I hrs-“_ 1 1 I I
TABLE A - SUMMARY OF F~ELO DENSITY TEST RESULTS (ASTM Di556-60 and/or ASTM 02922-78, ASTM 03017-78)
Approximate Water Dry Degree of
st Elevation Content Density Compaction Compaction
& Date of Test Test Locat Ion (Feet) w (pcfl (%I Curve No. Remarks
g/17/81 Statlon 145+50 FBC 6 132.5 9s 11
9117181 Station 144+60 FBG 4 132.2 95 11
g/17/81 Station 143+30 FBG 4 132.2 9s 11
Notes: 11 “Compaction Curve No.” refers to Table 8.
2) Unless otherwise noted elevations shown are to nearest foot.
3) “FUG” denotes finish base grade elevation.
218-3D
TABLE B
LABORATORY COMPACTION TEST RESULTS (ASTM D1557-78)
-
-
-
-
Compaction
Test
(Curve) No.
1
2
3
4
5
6
7
8
9
10
11
12
Description
of Material
SANDY and CLAYEY
SILT (ML), gray-tan
SILTY SAND (SM),
yellowish tan
CLAYEY SAND (SC),
light brown
CLAYEY SAND (SC),
brownish black
CLAYEY SAND (SC),
yellowish tan
CLAYEY SAND (SC),
greenish tan
SANDY SILT (ML),
reddish brown
CLAYEY SAND (SC),
yellowish brown
CLAYEY SAND (SC),
greenish brown
SANDY CLAY (CL),
grayish brown
Maximum Optimum
Source of Dry Density Water Content
Material -(Pcf) (%I
On-site 114.9 13.6
On-site 118.4 12.5
On-site 114.5 13.5
On-site 115.5 12.8
On-site 114.5 15.5
On-site 120.5 12.7
On-site 105.5 13.8
On-site 118.5 14.0
On-site
On-site
109.5
107.0
18.0
19.0
WELL GRADED GRAVEL Import
(GWI , brown
SILTY SAND (SM),
brown
Import
138.6 6.1
129.5 9.4