HomeMy WebLinkAboutCT 74-04; Spinnaker Point Phase I; Soils Report Final; 1983-09-13-
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FINAL REPORT OF TESTING AND OBSERVATION
SERVICES DURING MASS GRADING OPERATIONS
FOR
CARJSBAD TRACT NO. 74-4
(SPINNAKER POINT)
frr3se r
FOi-
STANDARD PACIFIC OF SAN DIEGO
San Diego, California
BY
,GEOCON, INCORPORATED
San Diego, California
September, 1983
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GEOCON
INCORPORATED ENGINEERS AND GEOLOGISTS l CONSULTANTS IN THE APPLIED EARTH SCIENCES
File No. D-0684-MO2
September 13, 1983
Standard Pacific of San Diego
7920 Clairemont Mesa Boulevard
San Diego, California 92111
Attention: Mr. Sam Thompson
Subject: CARLSBAD TRACT NO. 74-4
(SPINNAKER POINT)
CARLSBAD, CALIFORNIA
LOTS l-68, 155-193 and 207-224
FINAL REPORT OF TESTING AND OBSERVATION
SERVICES DURING MASS GRADING OPERATIONS
Gentlemen:
In accordance with your request, we have provided testing and observation
services during the mass grading of the subject subdivision. Our services
were performed during the period of January 21, 1983 through July 19, 1983. The scope of our services included the following:
. Observing the grading operations including the installation of subdrains, buttress fills and the removal and/or process-
ing of loose topsoils, uncompacted fill and alluvium.
. Performing in-place density tests in the placed and compacted
fill.
. Performing laboratory tests to aid in evaluating the
compaction, shear strength, expansion and grain size
characteristics of various soil conditions encountered.
. Preparation of an as-graded geologic map.
. Preparation of this report.
General
The grading contractor for the project was the Templeton Grading Corporation. Grading was to be accomplished in accordance with the Grading Plans prepared by Rick Engineering Company and dated January 18, 1983. The
geotechnical report dated November 6, 1976 for the project was prepared by
Geocon, Incorporated.
l 9530DOWDY DRIVE . SAN DIEGO,CALIFORNIA 92126 . PHONE (619)695-2880
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File No. D-0684-MO2
September 13, 1983
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References to elevations and locations, herein, are based on surveyor's
stakes in the field and extrapolation from the referenced Grading Plans.
Grading
Prior to the commencement of grading for a particular cut or fill area, the
surface was cleared of brush and major vegetation which was then exported from the property. Loose topsoils, existing uncontrolled fill soils and
alluvial soils in areas to receive fill were removed to firm natural ground. The exposed ground surface was then scarified and moisture conditioned in preparation to receive fill. Fill soils derived from onsite cutting operations were then placed and compacted in layers until the
desired final grade elevations were attained. In-place density tests, in
accordance with ASTM D1556 were performed during the filling process. The results of these tests are summarised on Table II and indicate that a relative compaction of at least 90 percent was being obtained. Table I
presents a summary of the laboratory tests to determine the maximum dry
density and optimum moisture content of the various fill soils encountered. These tests were performed in accordance with ASTM D1557-70, Method C.
Finish Grade Soil Conditions
During grading, building pads which encountered clayey soils at grade were
undercut 2 feet and capped with granular soils. Fill pads were also capped with at least 2 feet of granular soils. The degree of expansion of the
prevailing finish grade soil condition for each lot in each subdivision is
discussed in the Conclusions and Recommendations of the report, page 4.
In addition to the capping of building pads described above, the cut
portion of those pads which contained a cut-fill transition within the building area was undercut at least 2 feet and replaced with compacted fill
soil.
Subdrains
Subdrains were installed at the general locations shown on the enclosed
site plans.
Buttress Fill
A stability fill was constructed during the site grading in the area of the
cut slope located south of Lots 39 through 43. A subdrain was provided for this fill which exits the fill slope behind Lot 44.
Soil and Geologic Conditions The soil and geologic conditions encountered
during grading were found to be similar to those described in the project geotechnical reports. Medium dense to dense, silty, very fine sands and
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GEDCON INCORPOR.4TED
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File No. D-0684-MO2
September 13, 1983
claystones of the Santiago Formation were exposed generally below elevation
305. Medium-grained sandstone of a Pleistocene terrace deposit was encountered above elevation 305 feet.
Several minor faults were observed within the area that received a stability fill adjacent to Lots 39 through 43. The enclosed reduced copies
of the project grading plans depict the as-graded soil and geologic conditions observed. In addition, the approximate location of subdrains
are shown. Bedding within the geologic formations was observed to be massive and near horizontal. No sail or geologic conditions were observed during grading which, in our opinion,. would preclude the continued development of the property as planned.
It should be noted that the enclosed reduced grading plans may not present
the actual as-graded elevations and contours.
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GEDCON *NCORPOR*TED
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File No. D-0684-MO2
September 13, 1983
CONCLUSIONS AND RECOMMENDATIONS
Based upon laboratory test results and field observation, it is our opinion
that the prevailing soil conditions within 2 feet of finish grade consists
of low to moderately expansive soils as defined by HUD/FHA expansive soil
criteria.
Low expansive conditions, Lots I-20, 22-56, 62, 63, 155, 158-161,
163, 164, 166, 167, 170-172, 214-224, 180, 181
Moderate expansive soil conditions, 21, 57-61, 156, 157, 64, 65,
162, 165, 168-169, 173-179, 182-193, 207-213
1. Based on our observations, it is our opinion that the subject lots have
been satisfactorily graded in accordance with the recommendations contained in our "Soil and Geologic Investigation, Quail Ridge, Carlsbad, California" dated November 5, 1976 and our addendum letters dated December 15, 1982 and January 6, 1983.
2. We recommend that footings founded in low expansive to moderately expansive soils with potential swells of less than 6 percent be designed for an allowable soil bearing pressure of 2000 psf at at depth of 12 inches below lowest adjacent grade. Footings should have minimum widths of 12
inches. This pressure may be increased by up to one-third for transient
loads such as wind or seismic forces.
3. Continuous footings placed in moderately expansive soils should be
reinforced with two No. 4 reinforcing bars, one placed near the top of the footing and one placed near the bottom.
4. Reinforcement of foundations placed in low expansive soils possessing a potential swell of less than 2 percent is optional. Previous experience with similar soil conditions indicates that minimal reinforcement of foundations and slabs located where low expansive soil conditions are present is effective in minimising minor distress caused by soil volume
changes related to moisture changes and minor settlement.
5. Concrete slabs-on-grade should have a nominal thickness of 4 inches and
should be reinforced with 6x6-6/6 welded wire mesh over moderately
expansive soils and 6x6-10/10 welded wire mesh over low expansive soil. The slabs should be underlain by 4 inches of sand. Where moisture sensitive floor coverings are planned , a visqueen moisture barrier with a l-inch sand covering should also be employed. It is our opinion that materials within 2 feet of finish grade on Lots l-20, 22-56, 62, 63, 155, 158-161, 163, 164, 166, 167, 170-172, 180, 181, and 214-224 may be classified asd silty sands
GEDCON INCORPORATED
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September 13, 1983
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(SM) or gravelly sands (SW) and, therefore, meet the FHA/HDD specifications
for base course materials outlined in the Minimum Property Standards.
~6. The recommended reinforcement presented above is based on soil condi-
tions only and is not intended to be in lieu of reinforcement necessary to
satisfy structural loadings.
7. Footings located within 5 feet of the top of slopes should be extended
in depth until the outside bottom edge of the footing is at least 5 feet
from the face of the slope.
8. It is recommended that all canyon drain outlets be inspected after
completion of landscaping to verify that they have not been blocked or buried during fine grading operations. Our office should be notified to
perform this inspection.
9. It is recommended that the soil engineer observe all footing excavations
to verify that the soil conditions exposed in these excavations are the
same as those exposed at finish grade.
Any additional grading performed at the site should be done under our
observation and testing. All trench backfill material in excess of 12
inches deep should be compacted to at least 90 percent relative compaction. This office should be contacted at least 48 hours prior to commencing additional grading or needing backfill testing.
LIMITATIONS
The conclusions and recommendations contained herein apply only to our work
with respect to grading, and represent conditions at the date of our final observations on July 19, 1983. Any subsequent grading should be done under
our observation and testing. As used herein, the term "observation" implies only that we observed the progress of the work we agreed to be involved with. Our conclusions and opinions as to whether the work essentially complies with the job specifications are based on our observation experience and test results. Subsurface conditions, and the accuracy of tests used to measure such conditions, can vary greatly at any time. We make no warranty, expressed or implied, except that our services were
performed in accordance with engineering principles generally accepted at this time and location.
We will accept no responsibility for any subsequent changes made to the
site by others, by the uncontrolled action of water, or by the failure of others to properly repair damages caused by the uncontrolled action of
water.
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GlZOCON INCORPORATED
- File No. D-0684-MO2
September 13, 1983
If you have any questions regarding our recommendations of if we may be of further service, please contact the undersigned.
Very truly yours,
GEOCON, INCORPORATED
RCE 20427
MWH:Im
(6) addressee
CEG 706
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GEDCON INCORPORATED
- File No. D-0684-MO2
September 13, 1983
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Sample No.
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17-3
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TABLE I
Summary of Laboratory Compaction Test Results
ASTM D1557-70
Description
Maximum Dry
Density
PCf
Red-brown, medium-grained, Silty SAND
Orange-brown, Silty SAND and GRAVEL
Light brown, Silty, medium-
grained SAND
Light brown, fine Clayey SAND
White/gray, poorly graded,
medium SAND
Green, Sandy CLAY
Gray/brown, well graded Silty
SAND
Dark brown, Silty, well graded
SAND
Gray/brown, well graded, Clayey
Silty SAND
Dark brown, carbonized, fine, Silty SAND with glass, gravelly concrete and other debris
Very fine to fine, light brown,
Silty CLAY
Brown, Silty, fine to medium SAND
Dark'brown/black SILT, fine to
medium coarse SAND, broken glass, some debris
129.3
Optimum Moisture % Dry Wt.
10.0
137.3 7.3
128.0 8.5
113.0 16.3
125.0 9.8
109.9 19.7
131.2 7.3
125.7 0.6
119.2 12.2
128.8 10.6
119.1
120.0
124.0
13.4
8.8
11.5
GEOCON INCORPORATED
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Sample
No.
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11
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18
19
20
21
22
TABLE I (Continued)
Summary of Laboratory Compaction Test Results
ASTM D155&70
Description
Tan-beige, Clayey, fine to
medium SAND
Red-brown, Clayey, well
graded SAND with gravel,
rounded cobbles
Reddish-brown, well graded SAND with rounded gravel
Light green, well graded, fine to coarse SAND
Check Point, light green, Silty CLAY
Light green, fine and medium, Silty Clayey SAND
Light tan, very fine to
medium, slightly Silty SAND
Reddish-brown, well graded
SILT to coarse SAND with
rounded gravel & small cobbles
Light brown, gray with green tint, fine to medium SAND
Greenish, Silty, medium to
coarse SAND
Green, well sorted SILT to
coarse SAND
Black, Silty CLAY organic6
Light yellow, fine to medium,
Silty Clayey SAND
Maximum Dry
Density?
PCf
127.9
Optimum
Moisture
% Dry Wt.
9.4
126.0
128.2
118.3
10.2
10.0
14.3
120.2 13.2
121.2 11.0
131.2 a.7
125.0 11.2
121.1 12.5
120.6 13.1
110.2
114.3
16.0
15.6
GEOCON INCORPORATED
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September 13, 1983
TABLE I (Continued)
Summary of Laboratory Compaction Test Results
ASTM D1557-70
Maximum Dry Optimum
Sample Density Moisture
No. Description PCf 46 Dry Wt.
23 Gray, slightly Sandy Silty 115.6 13.3
CLAY
24 Light olive fine green, very 103.1 22.1
to fine SILT
25 Reddish-brown, slightly Clayey, 128.4 10.2
fine to medium SAND
26 Medium tan, fine, Sandy very 117.0 13.7
Silty CLAY
27 Red-orange, poorly graded, low 128.3 9.9
cohesion, dry, loose, Silty SAND
28 Gray-brown decomposed GRANITE 131.0 5.5
29 Gray-brown decomposed GRANITE 134.6 7.2
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GEOCON INCORPORATED
I I / , I I I I I 1 I I I I I I I I
Date Test
1983 No.
l/21
l/24
l/25
l/26
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20
TABLE II
Summary of Field Density Test Results
Elevation Dry Dens. Location feet pcf
Lot 66, Key 117 112.2
Lot 66, Key 120 116.8
Lot 66, Key 125 110.3
Lot 66, Key 128 116.5
Lot 66, Key 131 116.5
Lot 66, Key 133 112.2
Lot 66, Key 135 122.7
Lot 66, Key 134 120.5
Lot 66, West Canyon 170 104.6
Lot 66, West Canyon 173 105.2
N of Vancouver Street 137 120.7
N of Vancouver Street 140 115.8
N of Vancouver Street 141 116.7
N of Vancouver Street 143 119.7
Vancouver Street 151 120.3
N of Vancouver Street 147 120.6
N of Vancouver Street 155 120.8
N of Vancouver Street 144 111.9
N of Vancouver Street 147 109.1
Lot 60 161 120.7
Moisture
% dry wt
12.7
14.3
13.4
14.9
14.6
14.3
11.1
11.7
19.3
19.1
11.4
a.2
8.6
11.1
10.9
11.6
11.3
14.9
la.3
11.7
Rel Comp
% of max Soil Type & Remarks
94 5
98 5
93 5
98 5
98 5
94 5
94 3
96 1
95 2
'96 2
97 1
90 6
91 6
93 6
93 6
94 6
94 6
94 5
92 7
94 6
I I
Date Test
1983 No.
l/31 21
22
23
24
25
26
27
28
29
30
31
32
33
34
2114 35
36
37
38
39
40
I I I I I I I I I I I
TABLE II (Continued)
Location
Lot 60
Lot 66, West Canyon
N of Vancouver Street
N of Vancouver Street
Vancouver Street
Lot 57
Lot 66, West Canyon
N of Vancouver Street
Lot 60
N of Vancouver Street
Vancouver Street
N of Vancouver Street
Lot 66, West Canyon
Lot 66, West Canyon
Vancouver Street
Vancouver Street
Lot 60
N of Vancouver Street
Lot 60
Lot 59
Elevation .' feet Dry Dens.
PCf
Moisture % dry wt Rel Comp % of max Soil Type 6 Remarks
155 108.4 17.0 91 5
175 112.8 14.7 95 5
150 110.7 16.3 93 7
153 110.3 16.1 93 7
157 115.5 9.8 90 6
162 116.4 10.0 90 6
180 109.7 17.0 92 7
160 115.1 9.9 92 1
163 121.7 10.7 94 6
150 113.9 13.0 96 7
165 118.1 14.0 92 6
167 119.1 13.7 93 6
183 114.5 14.5 96 5
178 112.2 14.8 94 5
169 120.0 13.6 93 6
166 119.2 13.1 93 6
171 112.9 14.3 95 5
168 116.8 8.1 94 1
170 120.6 11.3 94 6
173 119.6. 14.5 92 6
I I I I I
I I I 1 , I I ] I I I ! I , I
Date Test
1983A
Z/14 41
42
2115 43
44
45
46
47
48
49
50
51
2116 52
53
54
55
56
57
TABLE II (Continued)
Location
N of Vancouver Street
Lot 66, West Catiyon
Lot 66, West Canyon
Lot 66, West Canyon
Elevation Dry Dens.
feet pcf
171 120.3
172 118.8
187 108.5
184 109.7
N of Vancouver Street 166 113.3
Lot 59 174 121.4
Lot 66, West Canyon 186 99.4
Lot 59 176 126.6
Vancouver Street 179 117.5
Lot 66, West Canyon 190 102.2
Lot 66, West Canyon 194 101.8
Stillwater Court 179 106.1
Stillwater Court 182 122.2
Lot 60 179 120.6
Lot 59 183 117.9
N of Vancouver Street 179 115.9
Vancouver Street 180 116.9
Lot 57 184 115.9
Stillwater Court 181 118.9
Stillwater Court 178 125.9
Moisture Rel Comp Soil Type
% dry wt % of max & Remarks
11.0 96 1
11.1 91 6
13.7 92 5
14.3 92 5
9.2 91 1
11.4 94 6
la.3 91 2
12.4 97 3
11.7 91 6
19.6 93 2
19.9 93 2
12.7 98 6
12.3 95 6
12.3 94 6
9.9 92 6
11.1 90 6
12.4 91 6
12.1 90 6
13.2 92 6
13.5 98 6
I I I I I I I I I I I I
Date Test
1983 No.
2117 61
62
63
64
65
66
67
68
69
70
71
72
z/22 73
74
75
76
77
78
79
80
TABLE II (Continued)
Location
Vancouver Street
Elevation Dry Dens. feet PCf
181 121.0
N of Vancouver Street 186 116.2
Lot 60 183 119.5
Lot 59 187 115.0
Lot 59 190 115.6
Lot 60 188 121.6
N of Vancouver Street la5 109.4
Lot 57 191 119.0
Lot 60 189 108.9
Stillwater Court 190 119.7
N of Vancouver Street 188 112.0
Lot 60 191 119.6
Concord Street 192 114.0
Concord Street 192 116.9
N of Vancouver Street 187 107.7
N of Vancouver Street 189 119.0
Lot 56 193 115.8
Vancouver Street 191 114.6
Lot 56 193 111.5
Lot 60 195 114.2
I I I I I I
Moisture Rel Comp
% dry wt % of max Soil Type & Remarks
10.5 94 6
10.2 93 1
11.9 93 6
11.2 92 1
16.0 90 6
12.0 94 6
17.2 92 5
15.6 92 6
10.3 91 a
11.7 93 6
a.7 94 5
10.5 96 1
9.9 88 6, Ck. #73
10.2 91 6
12.6 91 7
15.0 92 6
12.0 90 6
12.8 92 1
16.3 94 5
11.2 95 a
I I I / I I I
Date Test
JJ&JNo.
2122 81
2123 82
83
84
85
86
87
88
89
90
314 91
92
93
94
95
96
97 ;” z”,
:: ! 317 100
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TABLE II (Continued)
Location
Elevation Dry Dens. Moisture
feet pcf % dry wt
Lot 59 192 115.4 10.7 93 9
Lot 59 197 123.7 9.9 94 3
Lot 59 196 114.1 11.3 92 9
Lot 56 198 115.6 15.6 93 9
Lot 59 199 114.4 12.4 92 9
Lot 60 198 127.2 8.4 97 3
Vancouver street 196 122.1 12.2 95 6
Lot 56 200 113.9 12.4 92 9
Lot 57 200 113.4 12.7 92 9
Lot 59 201 114.1 12.1 92 9
Lots 217, 218 293 124.6 8.4 96 10
Lots 215, 216 298 123.2 8.5 96 10
Lots 218, 219 293 124.4 8.2 96 10
Lots 216, 217 300 119.0 12.4 93 10
Lots 215, 216 301 ~123.3 11.7 95 10
Lot 218 297 123.5 11.4 97 11
Lot 217 301 125.4 a.4 95 11
Lot 216 303 128.2 8.1 97 10
Lot 215 304 124.3 10.0 96 11
Lot 215 FG 306 117.1~ 12.1 92 10
I I I I I I
Rel Comp % of max
Soil Type
& Remarks
I I I I I I I I I I I I I I I I I I
Date Test
mNo.
317 101
102
103
104
105
318 106
107
108
109
110
111
112
113
114
319 115
116
117
118
119
120
TABLE II (Continued)
Elevation Dry Dens. Location feet pcf
Lot 216 Slope 301 118.4
Lot 216 FG 304.8 120.9
Lot 217 FG 302.5 121.6
Lot 218 FG 299.4 120.5
Lot 219 FG 296. 119.5
Lot 215 305 120.1
Lot 216 303.8 117.6
Lot 217 301.5 118.9
Lot 217 298.4 120.5
Lot 219 295 119.3
Lot 60 200 119.2
Lot 58 202 116.3
Lot 57 202 118.2
VSKOUVl2r Street 199 114.3
Vancouver Street 198 113.8
Vancouver Street 200 114.4
N of Vancouver Street 195 114.5
Lot 60 203 117.3
N of Vancouver street 190 113.6
N of Cancouver Street 193 114.2
Moisture Rel Comp Soil Type % dry wt % of max & Remarks
11.7 94 11
12.4 96 11
11.3 95 10
13.3 94 10
11.7 93 10
11.7 94 10
10.5 92 10
10.5 94 11
9.4 94 10
10.7 93 10
13.0 93 10
12.5 91 10
12.3 92 10
12.1 91 11
12.0 91 1
12.2 91 1
12.4 92 1
12.7 92 10
13.0 91 1
12.2 91 1
I I I I I I I I I I I I I I I , I I
Date Test
No. 1983
319 121
122
123
3/10 124
125
126
127
128
129
130
131
132
133
3111 134
135
136
137
138
139
140
TABLE II (Continued)
Location
Vancouver Street
Key, Lot 65
Key, Lot 65
N of Vancouver Street
Lot 60
Lot 60
Elevation Dry Dens.
feet pcf
199 117.2
189 113.9
191 111.4
198 116.7
204 118.3
205 118.4
Concord Street 206 119.3
Key, Lot 65 194 110.4
Key, Lot 65 195 111.0
Lot 57 208 114.2
Lot 57 206 116.4
Key, Lot 65 198 111.4
Key, Lot 65 199 112.5
Lot 58 208 118.2
Lot 61 207 116.8
Lot 56 207 111.1
Lot 59 209 113.1
Vancouver Street 205 118.1
Key, Lot 65 202 112.4
Concord Street 210 116.9
Moisture
% dry wt
14.1
15.7
14.7
12.5
13.2
10.5
12.7
11.1
10.7
10.1
14.3
10.6
10.3
12.5
11.7
10.9
14.7
13.0
12.3
12.7
Rel Comp
% of max
91
96
93
93
92
93
95
92
92
91
90
93
94
94
93
93
90
94
90
93
Soil Type
& Remarks
6
7
7
1
6
10
11
8
8
11
6
8
8
11
1
a
1
1
1
4
I I I I I I I I I I I
Date Test
-No.
311 141
142
3112 143
144
145
146
3114 147
148
149
150
151
152
153
154
155
156
157
158
TABLE II (Continued)
Location Elevation Dry Dens. Moisture Rel Camp Soil Type feet pcf % dry wt % of max & Remarks
Lot 51 195 117.3 13.3 93 11
Lot 51 197 118.2 12.5 94 11
Vancouver Street 202 116.6 15.9 93 1
Vancouver Street 205 104.7 13.0 95 2
Lot 51 199 120.6 11.0 96 11
Lot 51 205 121.3 12.7 96 11
Lot 65 202 113.8 8.1 91 1
Stillwater Court 210 114.8 10.7 93 9
Lot 51 201 121.2 13.0 96 11
Stillwater Court 211 112.9 14.3 91 9
Lot 51 203 111.6 14.3 90 9
Lot 51 206 114.3 12.7 91 11
Lot 61 211 115.3 14.3 92 1
Lot 51 209 114.9 11.9 91 11
Waterburg Way 214 115.4 12.2 90 10
Lot 52 213 117.8 13.6 92 10
Lot 56 211 101.3 12.3 92 2
Lot 55 212 114.9 11.0 91 11
Lot 61 212 112.7 16.2 95 7
Lot 56 213 102.5 18.6 93 2
I I I I I I I
I I ! I I I
Date Test
MNo.
3115 161
162
163
164
165
166
167
168
3116 169
170
171
172
173
174
175
176
177
178
179
180
I I I I I
TABLE II (Continued)
Location
Lot 50
Lot 51
Lot 51
Waterburg Way
Lot 51
Lot 36
Lot 57
Waterburg Way
Lot 50
Waterburg Way
Lot 50
Lot 54
Waterburg Way
Lot 52
Waterburg Way
Waterburg Way
Lot 61
Lot 58
Lot 55
Retest No. 178
Elevation feet
Dry Dens.
pcf
214 108.3
205 114.2
209 212.4
216 108.5
210 117.9
208 112.4
214 103.1
216 120.3
218 119.0
220 115.8
215 111.5
219 101.6
203 116.0
225 109.7
227 117.2
230 108.3
214 122.9
223 110.9
221 117.8
220 118.4
I I I I I I
Moisture
% dry wt
Rel Comp
% of max
Soil Type
& Remarks
15.9 91 7
11.9 91 1
10.3 95 10
12.3 91 7
10.7 94 11
13.6 94 7
10.1 94 2
11.1 94 10
12.1 93 10
13.6 92 11
13.3 94 7
20.2 92 1‘
11.9 92 10
14.3 92 5
12.2 93 11
11.2 90 8
12.4 96 10
13.1 88 11, Ck. 11180
12.5 93 11
11.8 94 11
, I I I I I I I I I I I I I I I I I
Date Test
JLi.KA
3129
3/30
3131
;*
:
;
!
!;!
181
182
183
184
185
186
187
188
189
190
191
193
193
194
195
196
197
199
200
TABLE II (Continued)
Location
Lot 36
Lot 33
Lot 52
Lot 36
Lot 61
Lot 56
Stillwater Court
Lot 58
Waterburg Way
Stillwater Court
Waterburg Way
Lot 54
Stillwater Court
Lot 55
Lot 59
Lot 61
Lot 55
Lot 58
Lot 54
Elevation Dry Dens.
feet pcf
235 108.9
230 110.0
228 121.9
241 125.0
215 120.7
219 110.3
223 120.0
217 112.5
237 113.1
226 109.9
233 116.7
229 120.4
223 116.5
225 112.2
215 117.3
217 110.0
228 113.5
213 112.2
231 113.6
Moisture Rel Camp Soil Type
% dry wt % of max 6 Remarks
14.6 91 5
14.1 92 5
9.3 97 11
13.0 98 10
7.8 94 10
13.1 92 5
12.9 95 11
11.7 94 5
15.3 96 13
12.4 93 13
10.3 91 12
12.1 94 12
7.0 93 1
12.7 94 7
7.1 92 10
11.7 93 13
14.0 94 15
15.7 95 13
13.3 94 16
I I
Date Test
JL!.tuA
3131 201
202
203
4/l 204
205
206
207
208
209
210
211
212
213
214
215
216
4/4 217
218
;Q
8
219
:: 220
::
I ) I I I I I I I I I
TABLE II (Continued)
Location
Elevation Dry Dens. Moisture
feet pcf % dry wt
Lot 55 232 110.3 12.7 92 15
Elm Avenue 239 119.9 10.3 94 10
Elm Avenue 244 113.6 9.3 94 16
Lot 58 216 113.7 9.0 91 1
Lot 56 229 112.1 10.1 92 16
Lot 50 237 120.1 8.7 94 10
Lot 54 233 109.7 10.8 91 15
Waterburg Way 240 117.6 8.1 94 1
Elm Avenue 245 117.8 10.1 94 1
Lot 34 245 116.4 8.0 93 4
Lot 49 239 111.9 11.6 94 5
LO-L 54 235 117.2 12.3 91 12
Elm Avenue 248 107.4 9.5 90 5
Elm Avenue 250 117.0 11.9 91 12
Lot 52 241 108.3 12.2 90 15
Lot 50 242 118.6 11.6 ! 92 12
Lot 56 230 126.6 8.1 96 3
Lot 55 231 115.4 13.0 97 5
Stillwater Court 239 113.5 11.8 95 5
Lot 26 180 106.8 20.8 97 2
I I I I I
Rel Camp % of max Soil Type & Remarks
I I
Date Test
No. 1983
414 221
222
223
224
225
415 226
227
228
229
230
231
232
233
234
235
236
416 237
238
239
240
I I I I I I I I I I I
TABLE II (Continued)
Location Elevation Dry Dens. Moisture
feet pcf % dry wt
Lot 27 185 104.0 21.1 95 2
Lot 57 223 113.3 13.2 93 16
Lot 58 222 111.9 12.9 93 15
Elm Avenue 245 111.8 11.4 93 15
Lot 36 246 112.1 12.8 92 16
Lot 51 237 111.1 13.3 92 16
Lot 50 238 110.6 13.7 91 16
Lot 61 218 112.5 14.1 94 15
Lot 61 220 111.4 13.5 93 15
Lot 58 218 115.2 11.9 95 16
Lot 53 234 112.1 11.6 92 16
Lot 58 220 115.5 13.5 95 16
Lot 53 238 113.6 12.2 94 15
Lot 49 241 111.8 13.4 92 16
Elm Avenue 253 118.3 11.1 92 12
Elm Avenue 251 119.3 10.7 93 12
Lot 57 232 115.9 12.7 96 16
Lot 55 233 113.5 13.4 94 16
Lot 52 236 110.3 16.2 92 15
Lot 50 237 112.7. 14.2 93 16
I I I I I
Rel Comp % of max
Soil Type
& Remarks
I I
Date Test
WNo.
416 241
242
243
244
245
246
4/7 247
248
249
250
251
252
253
254
418 255
256
257
258
259
260
I I / I I I I I I I I
TABLE II (Continued)
Location Elevation Dry Dens. Moisture feet pcf % dry wt
Lot 51 240 117.3 13.6 94 1
Lot 53 236 114.3 14.8 91 1
Lot 36 246 109.1 11.7 91 15
Elm Avenue 252 108.5 11.2 91 5
Lot 33 247 112.6 10.1 90 1
Lot 52 238 116.0 12.2 93 1
Lot 34 251 114.9 10.4 92 1
Lot 58 229 115.5 11.7 92 1
Lot 56 231 116.6 11.2 91 12
Lot 57 233 117.1 10.0 91 12
Lot 34 254 117.3 12.1 91 12
Lot 58 234 118.4 12.3 92 12
Lot 57 235 114.2 11.6 91 1
Lot 52 239 113.5 11.4 91 1
Lot 55 241 116.8 13.0 91 12
Lot 52 242 117.4 12.2 92 10
Lot 157 256 122.7 12.7 96 12
Lot 26 192 113.0 16.5 95 13
Lot 51 244 111.7 13.3 92 16
Lot 155 257 114.0 13.4 90 11
I I I I
Rel Camp Soil Type % of max & Remarks
Date Test
No. 1983
418
419
4111
4/12
261
262
263
264
265
266
267
268
269
27q
271
272
273
274
275
276
277
278
279
280
I I I I I I I I I I I I I I I I
TABLE II (Continued)
Location
Lot 52
Lot 36
Lot 32
Lot 26
Lot 26
Lot 34
Lot 35
Elm Avenue, Sta 32+50
Lot 50
Lot50
Lot 26
Lot 35
Elm Avenue, Sta 30+00
Lot 26
Lot 161
Elm Avenue, Sta 30+00
Lot 159
Lot 158
Lot 155
Lot 60, Slope
Elevation Dry Dens. ~' feet PCf
246 111.5
254 121.2
253 119.0
190 109.9
193 112.4
255 111.1
256 117.4
262 118.2
249 108.9
251 109.1
195 107.0
259 112.9
260 112.4
194 108.9
261 108.7
261 111.5
261 111.3
262 109.4
265 111.9
218 112.7
Moisture % dry wt
15.2
11.9
12.2
15.2
18.1
14.0
14.9
9.3
16.5
16.9
19.1
15.2
14.8
15.6
17.6
17.6
16.8
17.1
17.2
10.5
Rel Camp Soil Type % of max & Remarks
93 15
94 12
93 12
93 13
95 13
92 15
98 15
92 10
91 15
91 15
90 13
94 15
93 15
92 13
90 15
93 15
93 15
91 15
93 15
90 1
I I
Date Test
No. 1983
4112 281
282
4113 283
284
285
286
287
288
289
4114 290
291
292
293
294
295
296
297
298
299
300
I I I I I I I I I I
TABLE II (Continued)
Location Elevation Dry Dens. feet pcf
Lot 60, Slope 223 114.4
Lot 59, Slope 228 114.2
Elm Avenue, Sta 29+25 263 112.9
Lot 159 263 120.4
Elm Avenue, Sta 31+50 269 120.8
Desilting Basin Spillway 193 111.2
Lot 155 266 120.9
Desilting Basin Spillway 196 112.9
Desilting Basin Spillway 198 112.4
Elm Avenue, Sta 32+00 266 124.5
Elm Avenue, Sta 30+00 266 111.3
Lot 160 266 111.8
Lot 158 267 109.5
Pontiac, Sta 5+00 269 112.4
Elm Avenue, Sta 31+00 267 112.3
Lot 160 267 114.0
Elm Avenue, Sta 32+25 269 113.1
Elm Avenue, Sta 30+50 268 112.8
Lot 156 271 109.3
Elm Avenue, Sta 32+OO 270 110.1
I I / I I
Moisture Rel Comp Soil Type % dry wt % of max & Remarks
13.0 91 1
13.5 91 1
10.2 90 1
10.7 94 12
11.2 94 12
15.0 94 13
10.4 94 12
13.6 95 13
13.4 95 13
9.2 95 3
14.9 93 15
13.9 93 15
17.3 91 15
13.3 93 15
13.6 93 15
13.8 95 15
17.2 94 15
16.0 94 15
17.3 92 13
17.1 93 13
I I
I I
Date Test
UNo.
4115
4116
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
I I I I I I I I I I I I I I I I
TABLE II (Continued)
Location
Elm Avenue, Sta 32+50
Lot 155
Elm Avenue, Sta 32+00
Lot 155
Elm Avenue, Sta 32+75
Elm Avenue, Sta 33+00
Lot 160
Lot 158
Lot 26, Canyon
Lot 26, Canyon
Lot 26, Canyon
Lot 26, Canyon
Lot 53
Lot 50
Lot 26, Canyon
Lot 26, Canyon
Lot 26, Canyon
Lot 65
Lot 65
Vancouver, Sta 3+50
Elevation Dry Dens.
feet pcf
272 112.4
273 114.1
275 110.3
277 113.1
279 108.8
280 115.0
269 115.8
270 111.9
196 112.0
198 111.6
198 110.7
200 115.2
251 112.6
252 115.2
202 116.5
203 100.0
205 117.4
210 116.0
213 113.7
212 113.9'
Moisture Rel Camp Soil Type
% dry wt % of max & Remarks
11.7 93 16
11.2 94 16
15.6 91 16
14.5 93 16
17.6 91 15
12.2 96 8
10.1 96 8
14.8 95 13
11.7 93 8
12.8 93 8
12.9 93 5
11.8 96 8
9.. 9 90 1
10.3 92 1
9.5 93 1
18.7 91 2
10.1 94 1
15.2 96 15
15.0 95 15
14.7 96 5
I I
Date Test
1983%
4118 321
322
323
324
325
326
327
328
329
330
331
332
333
334
335
337
338
;Q 339
a
340
:
E
;g
I I I I I I I I I I
TABLE II (Continued)
Elevation Dry Dens. Location feet pcf
Lot 65 215 115.4
Lot 65 217 114.0
Lot 26 207 111.4
Lot 26 208 112.8
Lot 26 210 115.2
Lots 66 & 68, canyon 195 107.4
Lots 66 & 68, Canyon 198 109.6
Lot 26, Canyon 209 113.0
Lot 26, Canyon 212 113.1
Lots 66 & 68, canyon 201 108.0
Lot 26, Canyon 211 108.7
Lot 26, Canyon 214 112.3
Lot 26, Canyon 216 115.9
Lot 26, Canyon 213 109.3
Lot 26, Canyon 215 111.0
Lot 26, Canyon 216 115.2
Waterbury Way 221 100.9
Waterbury Way 218 109.8
Lot 26, Canyon 217 110.9
I I I I I
Moisture % dry vt Rel Camp % of max Soil Type
& Remarks
14.3 96 15
15.7 95 15
13.3 93 5
13.6 95 5
11.6 92 1
19.9 90 7
13.6 92 7
17.6 95 7
15.3 95 7
15.0 90 7
14.8 91 7
13.5 94 8
13.9 93 1
17.8 92 7
13.6 93 5
10.7 96 8
21.2 92 2
14.9 92 5
12.7 92 8
I I
I I
Date Test
1983 No.
4118 341
342
343
344
345
346
347
348
349
350
4123 351
352
353
354
355
356
357
358
359
360
I ! I I I I I I I ! I
TABLE II (Continued)
Elevation Dry Dens.
Location feet pcf
Lot 26, Canyon 219 118.5
Lot 26, Canyon 219 104.9
Waterbury Way 223 110.8
Retest No. 342 219 109.7
Waterbury Way 225 99.5
Lot 26, Canyon 225 100.5
Lot 26, Canyon 221 111.5
Lot 26, Canyon 223 118.0
Lot 26, Canyon 228 117.9
Waterbury Way 229 115.3
Waterbury Way 231 112.3
Lot 26, Canyon 230 110.5
Lot 26, Canyon 226 111.8
Lot 30 234 108.2
Lot 27 228 114.8
Lot 27 228 108.2
Lot 26 227 117.6
Lot 27 231 112.1
Lot 26 232 119.6
Lot 25 237 123.2
I I I I I
Moisture
% dry wt
Rel Comp % of max Soil Type
& Remarks
8.7 95 1
18.0 87 15, Ck. #344
18.7 92 15
15.3 91 15
19.1 90 2
19.4 91 2
14.3 93 15
11.7 94 1
12.2 94 1
15.4 95 19
16.5 95 13
16.8 93 13
14.3 95 13
15.2 91 13
11.1 95 16
15.2 91 13
11.9 94 1
12.4 94 1
11.2 96 1
11.9 98 4
I I
Date Test
No. 1983
4123 351
362
363
364
4126 365
366
367
368
369
370
371
372
4127 373
374
375
376
377
378
379
380
I I I I I I I I I I
TABLE II (Continued)
Location
Elevation Dry Dens. Moisture Rel Comp
feet pcf % dry wt % of max
Lot 26 235 114.8 10.4 92 1
Lot 30 241 112.6 16.1 95 13
Lot 27 235 106.8 19.8 90 13
Lot 25 239 108.3 19.2 91 13
Lot 26 238 107.5 14.7 90 5
Lot 31 243 109.2 16.3 92 5
Lot 25 242 109.3 13.3 92 13
Lot 30 244 106.0 14.5 93 17-3
Lot 26 245 104.7 17.6 93 17-3
Waterbury Way 241 110.9 13.3 93 5
Lot 28 246 113.2 12.1 95 5
Lot 23 240 110.5 12.0 93 5
Lot 26 243 118.8, 14.1 93 10
Lot 27 244 116.9 14.5 91 10
Key, Lot 184 195 114.0 18.3 96 5
Key, Lot 183 198 113.3 17.5 95 5
Lot 31 252 115.8 15.0 91 10
Lot 29 251 117.5 14.2 92 10
Lot 183 204 109.5 17.0 92 5
Waterbury Way 249 106.6 15.4 90 13
I I I I I I I
Soil Type 6 Remarks
I I
Date Test
1983 No.
4127 381
382
383
384
385
386
387
388
389
390
391
4128 392
393
394
395
396
397
398h'
399
400
I I I I I I I I I I
TABLE II (Continued)
Location
Lot 185
Waterbury Way
SD, Elm Avenue, Sta 22+50
Lot 30
Lot 184
Lot 25
Lot 183
Lot 183
Lot 27
Lot 27
Lot 29
Lot 27, Slope
Lot 25
Lot 27, Slope
Lot 25
Lot 65
Lot 28
Pontiac Drive, Sta 12+50
Lot 65
Lot 31
Elevation Dry Dens.
feet pcf
207 113.1
251 99.1
255 111.5
352 104.3
211 116.3
250 114.5
215 119.3
218 116.0
249 105.8
246 116.1
252 118.3
240 125.0
249 120.2
214 125.0
252 125.0
221 117.3
250 110.0
310 113.1
225 116.5
256 115.3
I I I I I I
Moisture Rel Comp Soil Type % dry wt % of max & Remarks
14.7 95 5
19.7 90 2
16.3 93 5
16.1 92 17-3
12.6 97 8
14.4 95 15
13.2 95 1
14.3 93 1
14.1 93 17-3
13.0 93 1
14.7 94 13
8.4 92 1
14.9 92 15
10.3 91 1
15.6 91 1
11.9 94 1
11.4 91 15
14.9 91 18
11.4 93 1
8.9 92 1
I I
Date
1983
4J28
5J2
Test
No. Location
Elevation Dry Dens. Moisture Rel Comp Soil Type
feet pcf % dry wt 2 of ma* b Remarks
401 Lot 65 228 113.1 14.3 94 15
402 Lot 27 252.5 108.9 12.7 91 15
403 Lot 26, Slope 195 112.7 12.0 90 1
404 Elm Avenue, Sta 27+50 253.5 104.7 20.4 95 2
405 Lot 65 230 115.0 14.3 96 15
406 Lot 31 255 116.6 15.6 93 1
407 Lot 26, Slope 220 114.1 13.6 91 1
408 Lot 65 232 113.0 15.2 94 15
409SD S of Elm Avenue, Sta 22+50 240 112.2 14.4 94 5
410SD S of Elm Avenue, Sta 22+50 229 111.3 14.1 93 5
411 Lot 34, Slope 265 112.2 11.2 90 1
412 Lot 31 254 109.2 10.9 91 15
413 Lot 24 254 115.2 12.8 92 1
414 Lot 27 253 115.3 13.6 92 1
415 Elm Avenue, Sta 27+50 255 108.7 16.3 90 15
416 Elm Avenue, Sta 26+25 254 109.7 16.1 90 16
417SD Elm Avenue, Sta 22+50 235 110.9 15.6 93 5
418 Lot 160 270 109.3 17.5 91 13
419 Lot 157 274 117.7 11.9 94 1
420 Elm Avenue, Sta 22+50 258 111.9, 16.6 94 5
I I / I I I I I I I
TABLE II (Continued)
I I I I I I I
I I I I 1 I I I I I I ! I I I I I I
TABLE II (Continued)
Date Test
=No. Location Elevation Dry Dens. feet PCf
512 421
422
423SD
5J3 424
425
426
427
428
429
430
431
5J4 432
433
434
435
436
437
438
439
440
Lot 182
Lot 184
Elm Avenue, Sta 22+50
Lot 184
Lot 182
Lot 183
Lot 182
Lot 182
Lot 182
Lot 184
Lot 184
Lot 168
Lot 183
Lot 185
Lot 184
Lot 168
Lot 182
Lot 185
Lot 189, Key
Lot 185
226 104.3
221 115.0
260 112.3
224 110.2
228 117.7
235 116.4
228 110.8
232 109.6
232 110.2
226 117.9
230 112.2
238 105.3
235 106.7
232 104.0
236 103.0
242 106.2
242 115.9
233 109.6
204 101.9
236 110.9
Moisture
% dry wt
22.0
13.0
15.3
15.7
11.2
11.9
17.3
18.2
19.0
3.6
18.7
19.8
20.2
20.1
18.1
14.3
13.0
16.3
18.9
15.3
Rel Comp Soil Type % of max & Remarks
95 21
92 1
94 5
92 15
94 1
93 1
92 15
91 15
92 15
94 1
94 5
92 22
93 22
91 22
93 21
93 22
93 1
96 22
92 21
92 20
I I
Date Test
1983 No.
5/4 441
5J5 442
443
444
445
446
447
448
449
450
451
5/6 452
453
454
455
456
457
458
459
460
I I I I I I I I I I
TABLE II (Continued)
Location Elevation Dry Dens.
feet pcf
Lot 188, Key 207 108.1
Lot 5 205 117.7
Lot 8 202 115.4
Lot 6 207 116.6
Lot 188, Key 210 110.4
Lot 4 208 115.5
Lot 7 208 114.7
Lot 185 237 106.7
Lot 168 247 103.9
Lot 184 242 109.7
Lot 168 248 99.8
Lot 167 250 106.6
Lot 185 239 108.0
Lot 183 248 106.2
Lot 184 245 103.1
Lot 185 242 107.3
Lot 185 243 105.3
Lot 185 249 106.8
Lot 184 247 109.6
Lot 181 252 120.4
I I I I I I
Moisture
% dry wt
17.1
11.2
12.7
12.2
14.0
7.5
10.5
16.31
17.8
14.2
20.2
18.3
17.3
17.6
19.7
18.1
21.5
19.8
15.6
12.1
Rel Comp Soil Type % of max & Remarks
91 7
94 1
92 1
93 1
92 20
92 1
92 1
93 22
91 22
91 20
90 21
93 22
94 22
93 22
93 21
94 22
95 21
93 22
96 22
92 3
I I I I I I I I I I I I I I I I ! I
Date 1983
516
5J7
5J9
5110
;"
:
::
!
iz
Test
No.
461
462
463
464
465
466
467
468
469
470
471
472
473
474
475
576
477
478
479
480
TABLE II (Continued)
Location Elevation feet
Lot 167 251
Lot 181 255
Lot 183 256.
Lot 45 228
Lot 8 204
Lot 44 231
Lot 183 255
Lot 168 257
Lot 166 255
Lot 187, Key 207
Lot 187 211
Lot 191 203
Lot 191, Key 206
Lot 187 213
Lot 191, Key 209
Lot 186 220
Lot 186 216
Lot 45 234
Lot 180 219
Lot 157 273
Dry Dens. Moisture
PCf % dry wt
114.3 15.2
106.1 18.0
121.8 12.4
105.8 22.0
113.2 10.7
104.3 21.2
106.4 22.0
110.8 15.7
109.5 17.2
103.7 17.6
106.4 17.8
105.2 15.2
104.7 17.8
104.5 18.0
106.3 18.3
117.8 11.7
116.9 12.7
103.7 16.1
115.8 12.2
113.2 15.2
Rel Comp % of max Soil Type
& Remarks
91 1
93 22
97 1
92 22
91 1
91 22
93 22
96 23
95 23
91 22
93 22
91 23
90 23
91 22
93 22
94 18
93 18
91 22
93 18
94 15
I I
Date Test
1983 No.
5J10
5J11
5112
481
482
483
484
485
486
487
488
489
490
491
492
493
494
495
496
497
498
499
500
I I I I I I I I I I
TABLE II (Continued)
Elevation Dry Dens. Location feet pcf
Lot 44 236 106.9
Lot 157 279 107.2
Lot 156 281 107.7
Lot 155 284 109.4
Lot 44 239 105.5
Lot 186 219 103.6
Lot 45 242 106.4
Lot 186 230 105.5
Lot 186 232 104.8
Lot 183, Slope 237 112.1
Lot 45 245 105.8
Lot 186 231 100.6
Lot 190 212 105.2
Lot 44 248 107.7
Lot 190 217 102.3
Lot 192 221 109.2
Lot 191 220 105.5
Lot 191 221 99.8
Lot 192 229 109.6
Lot 188 220 109.6
I I I 1 I
Moisture % dry wt Rel Comp % of max Soil Type & Remarks
18.5 93 22
17.3 94 22
17.6 94 22
17.2 96 22
18.1 92 22
18.1 91 22
17.3 93 22
17.0 92 22
16.0 92 22
9.7 90 1
15.4 93 22
18.3 91 21
19.2 91 23
15.0 94 22
17.7 92 21
17.8 95 22
16.7 91 23
20.2 90 21
16.7 95 23
16.2 96 22
I I
I I I I I I I I I I I I I I I I I I
Date Test
1983 No.
5112 501
502
503
504
505
506
507
508
509
510
511
512
513
514
515
516
517
518
519
520
TABLE II (Continued)
Location
:Lot 193
Lot 45
Lot 191
Lot 188
Lot 44
Lot 44
Lot 194
Lot 186
Lot 187
Lot 186
Lot 193
Lot 187
Lot 191
Lot 187
Lot 192
Lot 191
Lot 192
Lot 188
Lot 191
Lot 187
Elevation Dry Dens. Moisture Rel Comp Soil Type feet PCf % dry wt % of max & Remarks
236 100.8 18.3 91 21
251 104.7 18.3 92 22
223 109.4 14.2 95 23
227 101.2 16.8 91 21
254 106.3 17.5 93 22
256 104.1 17.7 91 22
238 111.7 14.9 92 16
229 103.2 17.9 90 22
226 104.4 14.9 90 23
232 106.8 15.5 92 23
248 105.5 17.6 91 23
228 107.3 15.7 94 22
233 109.4 17.3 95 23
230 105.7 19.8 92 22
241 106.3 16.9 92 23
232 104.2 16.3 94 21
237 109.9 18.8 95 23
235 105.0 17.4 95 21
240 110.6 15.5 92 20
233 105.9 06.1 93 22
I I I I I I I I I I I I I I I I I
Date
g3.Q
5/14
5116
Test
No.
521
522
523
524
525
526
527
528
529
530
531
532
533
534
535
536
537
538
539
540
TABLE II (Continued)
Elevation Dry Dens.
Location feet pcf
Lot 186 230 104.1
Lot 185 232 103.5
Lot 187 234 103.2
Lot 8 206 119.2
Lot 64 236 110.2
Lot 64 238 111.2
Lot 190 236 101.7
Lot 187 239 113.8
Lot 193 249 102.9
Lot 185 236 105.0
Lot 166 247 108.9
Lot 166 250 109.9
Lot 167 253 110.2
Lot 183, Slope 245 112.3
Lot 167 254 97.9
Lot 185, Slope 250 112.5
Lot 166 257 95.8
Lot 8 199 111.9
Lot 165 258 94.9
Lot 7, Slope 196 112.7
Moisture Rel Camp Soil Type
% dry wt % of max 6 Remarks
15.2 91 22
19.2 91 22
17.6 93 21
7.7 95 1
14.0 91 20
12.0 92 20
18.4 92 21
12.2 91 1
16.1 90 22
16.5 92 22
14.2 91 7
14.4 92 7
18.3 92 7
12.4 90 1
21.2 95 24
10.9 90 1
22.6 93 24
9.9 93 8
23.~6 93 24
11.2 90 1
I I I I I I I I I I I I I I I 1 I I
Date Test
=No.
5116
5J17
5118
541
542
543
544
545
546
547
548
549
550
551
552
553
554
555
556
557
558
559
560
TABLE II (Continued)
Elevation Dry Dens. Moisture
Location feet pcf % dry wt
Lot 7 193 115.3 11.7
Lot 165 260 107.8 14.2
Lot 166 262 109.8 12.6
Lot 166 264 96.6 12.7
Lot 36 254 116.4 11.7
Lot 40 255 118.4 11.3
Lot 42 256 117.6 11.8
Lot 186 238 105.8 16.5
Lot 190 239 106.9 16.2
Lot 43 257 120.3 11.7
Lot 45 257 120.3 11.2
Lot 33 256 119.5 11.6
Lot 188 241 95.9 22.8
Lot 193 252 96.9 23.4
Lot 186 243 116.4 11.6
Lot 165 266 111.6 11.4
Lot 167 264 110.8 12.0
Lot 185 244 107.4 15.2
Lot 186 242 118.2 10.~7
Lot 187 244 107.8 13.7
Rel Camp Soil Type
% of max & Remarks
92 1
90 7
91 8
94 24
93 11
94 11
93 11
93 22
93 22
94 12
94 12
95 11
93 24
94 24
93 1
93 8
92 8
90 7
95 1
90 7
I I
Date
1983
5/18
s/19
5120
Test
No.
561
562
563
564
565
566
567
568
569
570
571
572
573
574
575
576
577
578
579
580
! I I I I I I I I I
TABLE II (Continued)
Location
Lot 186
Lot 187
Lot 186
Lot 189
Lot 186
Lot 187
Lot 53
Lot 13
Lot 14
Lot 188
Lot 52
Lot 51
Lot 50
Lot 49
Lot 48
Lot 64
Lot 47
Lot 185
Lot 186
Lot 188
Elevation feet Dry Dens. pcf
245 112.0
246 106.1
247 115.5
247 107.9
248 110.3
251 115.2
FG 257.2 114.8
204 111.7
203 115.9
249 111.0
FG 256.1 121.8
FG 256.1 121.3
FG 255.2 120.5
FG 254.9 117.5
FG 255.6 119.9
241 111.8
FG 255.8 122.8
252 107.3
253 108.4
251 109.6
I I I I I I
Moisture
% dry wt
14.7
18.3
10.5
15.6
14.9
13.8
9.9
12.2
11.6
13.2
9.3
11.1
10.7
11.0
8.7
15.3
9.2
16.2
15.0
15.8
Rel Camp % of max Soil Type 6 Remarks
93 15
93 22
92 1
94 22
93 7
92 1
92 1
93 1
93 1
93 7
97 1
97 1
96 1
94 1
91 17
93 20
94 17
90 7
92 7
92 7
I I I I I I
Date Test
1983 No.
5121
5123
581 Lot 46
582 Lot 45
583 Lot 44
584 Lot 43
585 Lot 42
586 Lot 41
587 Lot 40
588 Lot 39
589 Lot 38
590 Lot 37
591 Lot 36
592 Lot 35
593 Lot 34
594 Lot 33
595 Lot 32
596 Lot 187
597 Lot 185
598 Lot 187
599 Medford Court, Sta 5+50
600 Lot 189
I I I I I I I I I I
TABLE II (Continued)
Location Elevation feet Dry Dens. pcf Moisture
% dry wt
Rel Camp % of max Soil Type & Remarks
FG 257 123.9 9.9 94 17
FG 258.1 122.5 9.7 93 17
FG 258.5 120.1 9.3 92 17
FG 258.8 122.9 9.7 94 17
FG 258 124.7 10.4 95 17
FG 257.4 122.9 10.1 94 17
FG 256.6 125.7 10.3 96 17
FG 256 124.7 9.3 95 17
FG 255.3 125.1 12.1 95 17
FG 254.7 117.2 11.4 94 1
FG 255.3 115.2 8.7 92 1
FG 255.8 121.5 10.9 92 1
FG 256.4 123.3 9.9 94 17
FG 257 120.4 10.6 94 12
FG 251.2 115.6 10.0 92 1
254 113.3 16.5 94 15
255 111.8 15.8 93 15
255 113.0 15.3 94 20
257 112.9 11.8 93 16
255 113.8. 12.6 91 1
I I
Date Test
No. 1983
5123
5124
5/25
601
602
603
604
605
606
607
608
609
610
611
612
613
614
615
616
617
618
619
620
I I I I, I I I I I I
TABLE II (Continued)
Elevation Dry Dens. Location feet - pcf
Medford Court, Sta 4+75 256 101.1
Lot 185 256 102.7
Lot 188 257 113.9
Lot 189 256 124.2
Lot 30 256 117.1
Lot 159 273 117.8
Lot 159 275 115.2
Lot 157 283 117.5
Lot 31 268 116.0
Brentwood, Sta 1+75 260 100.3
Lot~l86 256 109.9
Lot 54 232 112.7
Lot 185 257 113.5
Lot 54 235 116.2
Lot 186, Slope 245 108.2
Lot 188, Slope 235 109.4
Lot 164 263 116.9
Lot 163 266 116.5
Lot 59 207 117.4
Lot 161 268 115.2
I I I I I I I
Moisture
% dry wt
Re; Camp
% of max Soil Type & Remarks
18.3 91 21
19.1 93 21
13.7 94 20
9.3 95 17
11.6 94 1
12.1 94 1
11.3 92 1
10.1 94 1
10.8 93 1
17.8 91 21
14.7 91 20
14.9 90 1
16.1 94 20
12.2 93 1
13.9 90 20
13.8 91 20
10.2 93 1
11.4 93 1
12.2 94 1
14.2 95 16
I I
Date Test
No. 1983
5125
5126
5/27
/28
621 Lot 168 258
622 Lot 181 258
623 Lot 18 FG 205.6
624 Lot 17 FG 204.6
625 Lot 16 FG 204
626 Lot 68 FG 204
627 Lot 23 240
628 Lot 169 264
629 Lot 170 265
630 Lot 22 234
631 Lot 15 FG 204
637 Lot 14 FG 204.5
633 Lot 23 242
634 Lot 13 FG 205.2
635 Lot 12 FG 206.1
636 Lot 11 206.8
637 Lot 21 230
638 Lot 20 223
639 Lot 10 FG 207.5
640 Lot 9 FG 208
I I I I I I I I I I
TABLE II (Continued)
Location Elevation feet Dry Dens. Moisture pcf % dry wt
109.6 15.7
110.8 15.3
121.3 10.2
122.6 8.4
120.7 6.5
120.3 9.2
111.9 14.9
100.5 22.0
98.4 23.0
113.8 11.7
119.5 9.0
118.5 9.3
116.3 8.1
117.3 9.1
116.5 8.7
117.8 10.4
115.6 12.8
114.0 11.1
120.5 9 .~ 9
120.5 10.1
I I I I I I
Rel Camp % of max Soil Type
& Remarks
91 20
92 20
97 1
98 1
97 1
96 1
93 20
97 24
95 24
94 20
96 1
95 1
96 16
94 1
93 1
94 1
92 1
91 1
96 1
96 1
/ !
Date
1983
5128
5131
Test
No.
641
642
643
644
645
646
647
648
649
650
651
652
653
654
655
656
657
658
659
660
I I I I. I I I I I
TABLE II (Continued)
Location
Elevation Dry Dens. Moisture Rel Camp Soil Type
feet pcf % dry wt % of max & Remarks
Lot 8 FG 208.5 112.9 10.8 93 16
Lot 7 FG 208.8 114.9 11.0 95 16
Lot 6 FG 209.2 112.2 10.9 93 16
Lot 5 FG 209.2 113.6 10.7 94 16
Lot 4 FG 209.2 212.8 9.8 97 1
Lot 3 FG 208~, 119.8 10.5 9,5 1
Lot 2 FG 206.6 111.7 11.3 92 16
Lot 1 FG 205.8 114.5 9.0 92 16
Lot 64 FG 241.8 119.1 8.1 94 11
Lot 65 FG 233.5 116.8 13.5 97 20
Lot 63 FG 243 121.7 9.6 97 11
Lot 62 FG 232.8 118.1 12.5 94 11
Lot 31 FG 256.7 117.0 13.0 94 1
Lot 30 FG 256.1 117.5 12.1 94 1
Lot 29 FG 254.8 118.9 13.3 95 1
Lot 28 FG 254.7 121.3 8.7 97 1
Lot 27 FG 254.5 119.9 11.8 96 1
Lot 189 258 114.7 17.0 95 16
Lot 192 255 114.9 14.7 95 16
Lot 193 258 114.0 14.8 94 16
I I I I I I
I I I I I 1. 1 I I I I I /
TABLE II (Continued)
Date Test
1983 No.
Elevation Location feet
6/l 661~~
662~~
663
664
665
666
667
668
669
670
671
672
673
674
675
676
612 677
if@
678
679
:0 680
Lot 27, Slope 240 112.9 12.7 90 1
Lot 27 254 117.5 10.8 94 1
Lot 26 FG 254.5 114.4 11.2 91 1
Lot 25 FG 256.2 120.4 10.8 96 1
Lot 24 FG 256.5 119.1 11.3 95 1
Elm Avenue, Sta 23+25 253 113.1 17.0 90 18
Elm Avenue, Sta 22+75 255 114.4 15.2 91 18
Elm Avenue, Sta 24+00 256 114.7 14.2 92 18
Lot 23 FG 242.9 119.7 11.2 96 1
Elm Avenue, Sta 23+00 258 109.0 14.4 86 18, Ck. #671
Retest No. 670 258 115.8 14.6 93 18
Lot 22 FG 236.2 121.5 12.5 97 1
Elm Avenue, Sta 24+00 261 106.9 18.9 93 22
Lot 54 FG 237 120.0 12.7 96 1
Lot 21 FG,232 110.1 13.0 91 20
Lot 20 FG 225.3 120.1 12.9 96 1
Lot 164 263 113.7 11.3 91 1
Lot 164 265 113.7 11.8 91 18
Lot 162 269 115.4 12.3 92 1
Lot 19 FG 219.3 119.0 9.3 95 1
Dry Dens. Moisture pcf % dry wt
I I I I I
Rel Camp
% of max
Soil Type
& Remarks
I I I I I I I I I 1 I I
Date Test
1983 No.
612 681
682
683
684
685
686
687
688
613 689
690
691
692
693
694
695
696
697
698
699
700
TABLE II (Continued)
Location
Elevation Dry Dens. Moisture
feet pcf % dry wt
Lot 193 262 120.8 10.6 92 17
Lot 192 260 118.1 11.8 94 11
Lot 58 FG 234.5 118.7 9.9 94 11
Lot 57 FG 236.2 117.9 8.7 94 11
Lot 56 FG 238.3 117.8 9.6 94 1
Lot 55 FG 239.4 115.5 9.5 92 1
Lawrence St, Sta 43+25 265 114.9 10.7 92 1
Lot 192 262 114.8 12.9 91 11
Lot 59 FG 207.6 115.6 11.7 96 20
Lot 60 FG 211.7 116.7 12.9 97 20
Lot 61 FG 221.7 119.5 8.7 93 10
Lot 168 263 110.2 14.8 92 15
Lot 168 265 113.6 12.5 92 18
Lot 213 301 113.9 12.4 90 11
Lot 212 302 109.6 12.5 87 11, Ck. #696
Retest No. 695 '302 116.3 12.6 92 11
Lot 212 303 117.0 13.1 93 11
Lot 213 304 116.9 13.7 93 11
Lot 214 305 116.2 13.0 92 11
Lot 213 306 118.1 12.7 94 11
I I I I I I I
Rel Comp
% of max
Soil Type
& Remarks
I I
Date Test
SNo.
613
616
617
701
702
703
704
705
706
707
708
709
710
711
712
713
714
715
716
717
718
719
720
I I I I I I 1 I I I I
TABLE II (Continued)
Location
Lot 212
Lot 191
Medford Ct, Sta 0+50
Lot 207
Lot 208
Lot 207
Lot 209
Lot 207
Lot 208
Lot 170
Lot 167
Lot 191, slope
Lot 167, slope
Lot 172
Lot 174
Lot 173
Lot 174
Lot 52, s\,ope
Lot 65 : ,
Lot 65
Elevation
feet
307
263
265
304
306
308
308
309
309
266
265
245
260
270
270
271
271
250
210
225
Dry Dens. Moisture pcf % dry wt
115.8 13.6
113.6 11.2
117.0 12.4
113.6 12.2
118.5 10.1
119.3 10.9
115.5 11.7
115.0 12.6
117.9 13.0
115.6 8.1
114.7 9.3
108.5 16.7
108.7 17.6
122.9 11.2
116.4 11.9
118.2 11.8
118.2 12.4
106.6 15.6
114.6 12.1
107.0 14.9
I I I I I
Rel Comp Soil Type % of max & Remarks
92
91
93
90
90
91
92
91
94
92
92
90
90
94
93
90
92
90
92
90
11
11
11
11
17
17
11
11
11
1
1
20
15
17
1
17
12
13
1
13
I \
Date Test
2&J No.
618
619
6110
6113
721 Lot 171
722 Lot 35, slope
723 Lot 169
724 Lot 173
725 Lot 161
726 Lot 167
727 Lot 162
728 Lot 214
729 Medford Ct, Sta l+OO
730 Lot 163
731 Lot 164
732 Lot 66, slope
733 Lot 66, slope
734 Lot 155
735 Lot 156
736 Lot 157
737 Lot 158
738 Lot 159
739 Lot 160
740 Lot 174
I I I I I I I I I I
TABLE II (Continued)
Location Elevation Dry Dens. Moisture Rel Camp Soil Type
feet PCf % dry wt % of max & Remarks
269
265
268
272
FG 271.7
266
FG 270.8
FG 306.7
265.
FG 269.8
FG 268.7
165
180
FG 288.5
FG 287.7
FG 284
FG 280.9
FG 277
FG 273.3
FG 275
122.9 11.2 94 17
110.5 11.7 91 16
120.0 11.4 91 17
120.3 12.2 92 17
120.9 12.7 97 1
122.3 11.4 93 17
111.6 12.0 92 20
117.9 11.8 92 10
119.7 13.1 93 12
117.7 12.0 98 20
120.6 10.7 96 1,
114.1 13.4 91 1
112.6 13.1 90 1
116.7 7.8 93 1
120.3 13.6 100 20
117.8 14.2 98 20
123.4 9.2 99 1
121.6 9.5 97 1
120.1 9.5 96 1
119.8 8.7 95 11
I I I I I I
I I I I I I I I I I I
Date Test
D,gNo.
6113 741
742
74'3
744
745
746
747
748
749
6116 750
751
6120 752
753
754
755
756
757
758
759
760
TABLE II (Continued)
Location Elevation Dry Dens. Moisture
feet pcf % dry wt
Lot 173 FG 273.5 120.4 8.5 95 11
Lot 172 FG 271.9 125.2 9.7 95 17
Lot 171 FG 270.8 123.7 9.4 94 17
Lot 170 FG 269.7 124.7 8.9 95 17
Lot 169 FG 268.9 118.5 9.8 94 11
Lot 168 FG 268.4 121.1 9.4 96 11
Lot 167 FG 268 121.9 8.7 93 17
Lot 166 FG 267.5 ~117.1 13.2 94 1
Lot 165 FG 266.9 117.1 11.4 93 11
Lot 220 280 112.9 12.0 94 20
Lot 220 283 121.1 12.0 92 17
Lot 111 323 111.2 5.8 87 27, Ck. #753
Retest No. 752 323 119.7 12.4 93 27
Lot 115 323 116.6 11.3 91 27
Slope opp. Lot 60 195 107.4 8.4 86 1
Slope opp. Lot 59 190 109.5 7.9 88 1
Slope opp. Lot 15 180 114.3 8.9 91 1
Slope opp. Lot 15 185 115.5 9.5 92 1
Lot 112 324 121.8 11.1 95 27
Lot 114 324 119.2 11.8 93 27
I I I I I I I
Rel Camp
% of max
Soil Type
& Remarks
I
Date Test
No. 1983
6121
6122
6123
6124
761 Lot 117 318
762 Waterbury (sewer), Sta 1+52 SG-4.5
763 Waterbury (sewer), Sta 0+43 SG-4
764 Concord (sewer), Sta 2+43 SG-3.5
765 Concord (sewer), Sta 4+33 SG-3
766 Stillwater, lateral, Sta 0+85 SG-3
767 Stillwater, lateral, 'Sta 0+97 SG-3
768 Concord (sewer) lateral, Sta 5+47 SG-3
769 Concord, main, Sta 5+87 SG-3
770 Concrete, main, Sta 6+89 SG-3
771 Lot 220 FG 283.8
772 Lot 184 258
773 Lot 187 259
774 Lot 182 258
775 Lots 1961197 215
776 Lot 196 217
777 Lot 196 220
778 Retest No. 777 220
779 Lot 196 224
780 Lot 196 223
I I I I I I I I I I
TABLE II (Continued)
Location Elevation
feet
Dry Dens. Moisture pcf % dry wt
117.9 11.5
107.2 15.9
103.2 13.6
110.0 14.2
93.3 24.2
101.6 13.7
111.8 11.4
117.0 12.9
106.1 13.0
107.2 13.5
120.2 9.3
113.1 14.3
116.6 11.8
115.3 12.9
110.9 21.1
112.8 16.8
105.8 20.4
117.3 13.5
111.2 17.5
120.9 11.1
I I I I I I I
Rel Camp
% of max
92
86
85
91
78
88
92
94
88
89
95
90
93
92
92
94
88
93
92
92
Soil Type 6 Remarks
27
1
16
15
15
13
16
1
15
15
11
1
1
1
15
15
15, Ck. #778
11
15
17
I I I I I I I 1 I I I
Date Test
1983No.
6127
6128
6129
781
782
783
784
785
786
787
788
789
790
791
792
793
794
795
796
797
798
799
800
TABLE II (Continued)
Location
Lot 196
Lot 196
Lot 196
Lot 196
Lot 195
Lot 195
Lot 195
Retest No. 787
Lot 196
Lot 195
Lot 195
Lot 196
Lot 197
Lot 227
Lawrence street, sta 40+00
Lot 194
Lot 195
Lot 194
Lot 226
Lot 222
Elevation Dry Dens. feet PCf
230 117.4
227 118.4
229 108.7
232 106.8
236 120.1
235 10716
237 112.6
2837 107.7
239 111.4
242 113.1
240 110.3
244 111.9
241 100.0
246 115.2
247 108.6
248 118.4
244 114.2
248 113.8
250 113.8
271 114.5
I I I I I I I
Moisture Rel Comp Soil Type % dry wt % of max 6 Remarks
12.4 92 12
11.8 92 12
16.8 90 15
18.1 91 26
12.1 94 12
17.8 92 26
13.3 88 12, Ck. #788
18.3 92 26
15.2 93 15
11.7 93 16
13.1 91 16
16.0 93 15
25.6 97 24
14.3 95 16
12.2 90 15
11.2 92 12
18.3 94 16
15.6 94 16
16.2 95 15
17.8 95 15
I I I I I I I I I I I
Date Test
1983 No.
6130
7/l
715
801
802
803
804
805
806
807
808
809
810
811
812
813
814
815
816
817
818
819
820
TABLE II (Continued)
Location
Lot 195
Lawrence Street, Sta 40+50
Lot 226
Lot 223
Lot 197
Lot 226
Lawrence street, sta 41+50
Key~buttress, Lot 43
Key buttress, Lot 41
Lot 226
Lot 225
Buttress, Lot 40'
Buttress, Lot 42
Buttress, Lot 43
Buttress, Lot 43
Buttress, Lot 41
Buttress, Lot 40
Buttress, Lot 42
Lot 224
Lawrence street, sta 39+50
Elevation Dry Dens. Moisture Rel Camp feet Soil Type PCf % dry wt % of max & Remarks
250 110.9 14.9 92 20
254 111.5 15.7 96 23
256 113.2 15.4 94 20
272 110.3 17.5 92 15
252 103.6 22.7 94 2
258 102.5 24.1 93 2
257 112.8 17.5 94 15
258 122.9 12.4 94 3
259 124.2 10.2 95 3
260 103.6 23.7 94 2
263 112.4 17.3 93 15
261 122.8~ 11.2 94 3
262 117.6 7.5 92 12
264 118.2 11.4 92 12
265 128.2 9.1 98 3
268 125.5 8.7 96 3
269 119.8 10.8 93 12
273 118.1 10.4 92 12
264 113.3 16.8 94 15
263 103.1 16.4 92 23
I I I I I I I
I I I I I I I I I I I I
Date
1983
716
717
718
7111
7112
7113
7114
Test
No.
821
822
823
824
825
826
827
828
829
830
831
832
833
834
835
836
837
838
839
840
TABLE II (Continued)
Elevation Dry Dens.
Location feet PCf
Lot 195 257 110.2
Buttress, Lot 40 274 122.9
Buttress, Lot 42 278 122.4
Buttress, Lot 41 283 123.5
Buttress, Lot 41 287 121.7
Buttress, Lot 42 289 119.8
Buttress, Lot 41 292 117.8
Buttress, Lot 40 290 117.8
Buttress, Lot 42 294 116.6
Buttress, Lot 43 298 117.0
Lot 197 258 100.9
Slope Buttress, Lot 42 267 102.5
Slope Buttress, Lot 41 272 97.7
Lot 198 260 106.3
Lot 192 265 119.7
Retest No. 834 260 119.3
Lot 190 262 115.6
Lot 193 270 116.1
Lot 193 266 115.5
Lot 191 263 115.9
I I I I I I
Moisture % dry wt
17;l
13.0
12.7
11.7
12.2
12.0
12.4
8.1
9.3
11.9
16.9
12.2
12.0
7.8
10.6
9.6
11.0
10.5
11.2
10.5
Rel Comp
% of max
Soil Type
& Remarks
91 20
96 27
95 27
96 27
95 27
93 27
92 27
92 27
92 27
91 27
91 2
80 4, Ck. #849
78 4, Ck. #848
85 1, Ck. #836
95 1
95 1
92 1
92 1
92 1
92 1
I I I I I I
Date Test
-No.
7115
7118
7119
7120
7126
7127
8110
841 Slope Buttress, Lot 39 280
842 Lot 193 287
843 Retest No. 842 281
844 Lot 224 FG 286.5
845 Lot 223 FG 285.8
846 Lot 222 FG 285.1
847 Lot 180 260
848 Retest No. 833 272
849 Retest No. 832 267
850 Retest No. 841 280
851 Retest No. 850 280
852 Retest No. 848 272
853 Retest No. 849 267
854 Slope buttress, Lot 38 285
855 Lot 178 FG 263.8
856 Lot 179 FG 263
857 Lot 180 FG 262.4
858 Lot 181 FG 261.8
859 Lot 182 FG 261
860 Lot 183 FG 260.3
I I I I I
TABLE II (Continued)
Location Elevation
feet
Dry Dens. Moisture Rel Camp Soil Type PCf % dry wt % of max & Remarks
105.3 12.1 84 4, Ck. 850
104.6 10.9 87 5, Ck. 843
111.4 13.1 93 1
123.1 10.0 98 1
117.4 9.2 93 1
120.9 10.1 96 1
106.7 10.4 90 5
102.4 10.0 82 4, Ck. (~852
103.0 9.9 82 4, Ck. #853
107.4 9.8 86 4, Ck. 11851
115.4 10.3 91 4
113.7 8.6 90 4
114.1 8.7 90 4
118.1 9.2 91 25
117.0 10.1 93 1
118.4 7.4 92 25
115.3 10.0 92 1
119.1 7.5 91 25
112.2 12.2 93 15
111.4 111.4 91 15
I I I I I I I
I I
Date Test
No. 1983
8110
819
8110
861
862
863
864
865
866
867
868
869
870
871
872
I I I I I I I I I I
TABLE II (Continued)
Elevation Dry Dens.
Location feet PCf
Lot 184 FG 260 112.4
Lot 185 FG 259.8 172.3
Lot 221 FG 284.5 117.3
Lot 176 FG 267.2 108.9
Lot 175 FG 268.5 108.5
Lot 174 FG 264.7 111.5
Lot 191 FG 265 112.7
Lot 190 FG 264 107.9
Lot 189 FG 263 113.0
Lot 188 FG 261.7 109.9
Lot 187 FG 260.3 115.2
Lot 186 FG 259.4 111.0
I I I I I 1
Moisture % dry wt Rel Camp % of max
Soil Type
& Remarks
12.4 93 15
12.1 93 15
7.7 94 1
11.8 90 15
11.3 90 15
11.1 92 15
11.4 93 15
10.7 90 15
11.9 94 15
11.6 91 15
11.3 92 1
11.6 92 15
I I I I I I I I I I I I I I I I I I
TABLE II (Continued)
Date Test Elevation Dry Dens. Moisture Rel Comp Soil Type
ENo. Location feet PCf % dry wt % of max & Remarks
918 905 Lot 213 FG 307.3 111.1 12.8 93 22
906 Lot 212 FG 307.9 108.5 11.0 91 22
907 Lot 207 FG 310.8 126.8 9.8 97 17
908 Lot 193 FG 273 126.3 16.5 96 17
909 Lot 192 FG 268 113.3 9.0 97 26