HomeMy WebLinkAboutSoils Compaction
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Geotechnical. Geologic. Environmental
24890 Jefferson Ave. . Murrieta, California 92562 . (909) 677-9651 . FAX (909) 677-9301
September 18, 2002
W. O. 2771-D/E-SC
Buie Communities
11260 EI Camino Real, Suite 200
San Diego, California 92130
Attention: Mr. Rick Scott
Subject: Soils Compaction Report, Utility Line Trench Backfill, Subgrade, and
Basegrade Materials, Tracts 24183 and 24183-1, City ofTemecula, Riverside
County, California
References: 1.) "City of Temecula, Tract No. 24183-1, Sewer and Water Improvement Plans,"
W.O. 99-403, sheets 1 through 7, scale: 1"=40', dated July 20, 1999, by Robert
Bein, William Frost and Associates
2.) "City ofTemecula, Tract No. 24183-1, Street Improvement Plans," LD99-091 CO,
scale: 1 "=40', dated July 26, 1999, by Robert Bein, William Frost and Associates.
3.) "City ofTemecula, Tract 24183, Street Improvement Plans," LD99-090Co, scale:
1 "=40', dated July 26, 1999, by Robert Be/n, William Frost and Associates.
Dear Sir:
This report presents a summary of the soil engineering inspection and testing services
provided by GeoSoils, Inc. (GSI) for the utility line trench backfill, subgrade, and basegrade
materials within the street rights-of-way and individual lot laterals during construction of
the subject portions of Tracts 24183 and 24183-1, City of Temecula, Riverside County,
California. Included in this report are results of testing in the sewer, water, storm drain, and
joint utility line trenches. Also curb and gutter, city walk, cross gutter, roadway subgrade,
and roadway basegrade.
UTILITY LINE TRENCH. SUBGRADE. AND BASEGRADE BACKFILL COMPACTION
Backfill operations were observed on both a part-time and full-time basis by GSI personnel.
Onsite soils were used as backfill for the utility line trench backfill and subgrade materials.
Basegrade materials were imported. The required compaction was achieved by
mechanical means. The minimum compaction required for the utility trench backfill and
subgrade materials was 90 percent of the laboratory maximum dry density, and 95 percent
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of the laboratory maximum dry density for basegrade materials, and meets City of
Temecula requirements.
FIELD TESTING
1. Field density tests were performed using the nuclear-densometer methods ASTM
0-2922-90,0-3017-81, and sand cone method ASTM 0-1556. Test results are
presented in the enclosed Table 1, Field Density Test Results.
2. Field density tests were taken at periodic intervals and random locations to check
the compactive efforts provided by the contractor. If test results indicated less than
the required minimum compaction, the contractor was notified and the area was
reworked until retesting indicated that the required minimum relative compaction
for each failing area had been achieved.
3. Visual classification of the soils in the field was the basis for determining which
maximum density value to use for a given density test.
4. The enclosed Table 1 presents only the testing results for the subject tracts.
LABORATORY TESTING
The laboratory maximum dry density and optimum moisture content for each major soil
type were determined according to CalTrans Test Method Number California 216 and/or
ASTM test method 0-1556. The following table presents the results:
MAXIMUM DRY DENSITY OPTIMUM MOISTURE
SOIL TYPE pel CONTENT %
A - Silty SAND, Grayish Brown 128.5 11.0
B - Silty SAND, Yellowish Brown 126.0 10.0
C - Import Base 136.0 9.0
REGULATORY COMPLIANCE
Placement and testing of compacted backfills under the purview of this report have been
completed under the part- and full-time observation of and with selective testing provided
by representatives of GeoSoils, Inc. and are found to be in compliance with the Grading
Code of the City ofTemecula. This report is subject to review by the controlling authorities
for this project.
W.O. 2771-D/E-SC
September 18, 2002
Page 2
Buie Communities
Tract 24183 and 24183-1, City ofTemecula
File: e\wp7\murr\sc2700\2771 d7.scr
GeoSoils,lne.
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The opportunity to be of service is sincerely appreciated. If you should have any
questions, please do not hesitate to contact this office.
GeoSoils, Inc.
Reviewed by,
ann f ~lklin
Engineering Geolo
;YJ tr;
David W. Skelly
Civil Engineer, RC
JPF/DWS/cea
Enclosure: Table 1 - Field Density Test Results
Distribution: (6) Addressee
W.O. 2771-D/E-SC
September 18, 2002
Page 3
Buie Communities
Tract 24183 and 24183-1, City of Temecula
File: e\wp7\murr\sc2700\2771 d7 .scr
GeoSoils,lne.
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Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TE:!:iT...... SOIL
NO, TYPE NO. OR CONTENT DENSITY CaMP METHOD TYPE
DEPTH(ft' 1%\ (ccf\ (%\ .
SEWER
Semena Street
1 SM 11/9/99 11+10 24183-1 1077.0 12.1 118.6 92.3 . ND A
2 SM 11/9/99 11+40 24183-1 1079.0 12.5 118.9 92.5 NO A
3 SM 11/9/99 11+20 24183-1 1082.0 13.0 121.1 94.2 NO A
4 SM 11/9/99 11+70 24183-1 1081.0 12.4 119.3 92.8 NO A
5 SM 11/9/99 11+60 24183-1 1084.0 12.3 119.6 93.1 SC A
6 SM 11/9/99 11+90 24183-1 1086.0 11.9 - 117.7 91.6 NO A
Via Destello
7 SL 11/9/99 Lot 16 24183-1 1081.0 12.0 117.3 91.3 ND A
8 SL 11/10/99 Lot 17 24183-1 1080.0 11.8 117.2 91.2 NO A
9 SM 11/10/99 15+15 24183-1 1078.0 12.1 119.5 93.0 NO A
10 SM 11/10/99 15+50 24183-1 1080.0 11.9 117.5 91.4 ND A
11 SL 11/10/99 Lot 18 24183-1 1082.0 12.3 116.6 90.7 ND A
12 SL 11/10/99 Lot 19 24183-1 1081.0 12.5 116.8 90.9 ND A
13 SM 11/10/99 16+40 24183-1 1079.0 12.0 118.2 92.0 ND A
14 SM 11/10/99 17+30 24183-1 1081.0 11.8 118.4 92.1 SC A
15 SL 11/10/99 Lot 20 24183-1 1083.0 12.2 116.9 91.0 NO A
16 SM 11/10/99 16+80 24183-1 1083.0 11.6 118.0 91.8 NO A
17 SM 11/10/99 15+70 24183-1 1085.0 12.7 119.6 93.1 NO A
18' SM 11/10/99 18+20 24183-1 1085.0 9.2 112.5 87.5 NO A
18A SM 11/10/99 18+20 24183-1 1085.0 13.3 120.0 93.4 ND A
19 SM 11/10/99 17+90 24163-1 1088.0 13.1 119.6 93.2 NO A
20 SM 11/10/99 17+75 24183-1 1083.0 12.4 120.1 93.5 SC A
21 SM 11/12/99 15+20 24183-1 1088.0 11.8 117.6 91.5 ND A
22 SM 11/12/99 16+80 24183-1 1088.0 12.1 117.3 91.3 NO A
23 SM 11/12/99 18+40 24183-1 1089.0 12.3 116.8 90.9 ND A
Terraza Court
24 SM 11/12/99 10+20 24183-1 1082.0 11.6 118.4 92.1 NO A
25 SM 11/12/99 10+55 24183-1 1084.0 11.9 118.7 92.4 ND A
26 SM 11/12/99 10+85 24183-1 1086.0 12.2 119.9 93.3 SC A
27 SM 11/12/99 11+20 24183-1 1089.0 12.5 120.3 93.6 ND A
28 SM 11/12/99 11+60 24183-1 1092.0 11.7 119.2 92.8 ND A
29 SM 11/12/99 11+90 24183-1 1091.0 12.0 119.5 93.0 NO A
30 SM 11/12/99 10+40 24183-1 1066.0 11.5 116.7 90.8 ND A
31 SM 11/12/99 11+30 24183-1 1093.0 11.8 116.9 91.0 NO A
32 SM 11/12/99 12+00 24183-1 1095.0 11.4 117.0 91.1 SC A
Pensador Street
33 SL 11/15/99 Lot 48 24183-1 1096.0 11.5 116.4 90.6 ND A
34 SL 11/15/99 Lot 49 24183-1 1097.0 11.7 116.8 90.9 NO A
35 SL 11/15/99 Lot 50 24183-1 1096.0 11.9 117.6 91.5 NO A
36 SL 11/15/99 Lot 51 24183-1 1098.0 12.2 118.5 92.2 ND A
37 SL 11/15/99 Lot 52 24183-1 1099.0 11.6 116.2 90.4 NO A
38 SL 11/15/99 Lot 53 24183-1 1100.0 12.4 116.7 90.8 NO A
39 SL 11/15/99 Lot 54 24183-1 1100.0 12.1 118.2 92.0 NO A
40 SL 11/15/99 Lot 55 24183-1 1102.0 12.5 117.8 91.7 NO A
41 SL 11/15/99 Lot 41 24183-1 1101.0 12.0 118.0 91.8 SC A
42 SL 11/15/99 Lot 43 24183-1 1103.0 11.8 118.3 92.1 NO A
Buie Communities
Tracts 24183 and 24183-1
File: C:\excel\tables\2700lbl.xls\2771de.ALL
GeoSoils, IDe.
W.O. 2771-0/E-SC
September, 2002
Page 1 t\
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Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE . .. . TEST LOCATION TRACT ELEV MOISTURE DRY REL TE~T.. Sl:lUj
NO. TiPE NO, OR CONTENT DENSITY COMP METHOD TYPE
. DEPTH (ft) (%) (ectl . (%) .......
43 SL 11/15/99 Lot 45 24183-1 1099.0 12.3 116.9 91.0 NO A
44 SL 11/15/99 Lot 47 24183-1 1102.0 12.1 117.9 91.8 NO A
45 SM 11/15/99 12+90 24183-1 1099.0 11.7 117.7 91.6 NO A
46 SM 11/15/99 13+35 24183-1 1101.0 11.9 116.8 90.9 NO A
47' SM 11/16/99 14+00 24183-1 1103.0 9.7 113.3 88.2 ND A
47A SM 11/16/99 14+00 24183-1 1103.0 11.2 118.3 92.1 NO A
48 SM 11/16/99 14+85 24183-1 1098.0 11.5 119.1 92.7 ND A
49 SM 11/16/99 15+60 24183-1 1100.0 12.3 117.9 91.8 ND A
50 SM 11/16/99 16+40 24183-1 1096.0 11.7 116.9 91.0 NO A
51 SM 11/16/99 16+90 24183-1 1098.0 12.1 119.4 92.9 ND A
52 SM 11/16/99 16+95 24183-1 1094.0 12.6 120.0 93.4 SC A
53 SM 11/16/99 17+20 24183-1 1099.0 12.5 117.6 91.5 ND A
54 SM 11/16/99 17+80 24183-1 1093.0 11.9 117.2 91.2 NO A
55 SM 11/16/99 18+00 24183-1 1097.0 12.4 116.5 90.7 NO A
Festivo Street
56 SL 11/16/99 Lot 4 24183-1 1097.0 11.0 117.7 91.6 ND A
57 SL 11/16/99 Lot 6 24183-1 1096.0 11.3 118.2 92.0 ND A
58 SM 11/16/99 10+85 24183-1 1095.0 12.0 116.6 90.7 SC A
59 SM 11/16/99 10+90 24183-1 1099.0 11.8 116.8 90.9 NO A
Via Destello
60 SM 11/16/99 10+35 24183-1 1080.0 12.2 117.0 91.1 NO A
61 SL 11/17/99 Lot 7 24183-1 1083.0 11.9 117.4 91.4 ND A
62 SM 11/17/99 10+50 24183-1 1085.0 12.2 117.8 91.7 ND A
63 SL 11/17/99 Lot 8 24183-1 100.0 12.0 116.9 91.0 ND A
64 SM 11/17/99 11+40 24183-1 1082.0 11.7 118.6 92.3 NO A
65 SL 11/17/99 Lot 10 24183-1 1083.0 12.4 116.7 90.8 ND A
66 SM 11/17/99 11+90 24183-1 1084.0 12.1 117.5 91.4 SC A
67 SM 11/17/99 12+10 24183-1 1080.0 11.8 119.2 92.8 ND A
68 SM 11/17/99 12+95 24183-1 1083.0 12.0 117.3 91.3 ND A
69 SL 11/17/99 Lot 12 24183-1 1082.0 12.3 118.0 91.8 ND A
70 SM 11/17/99 13+70 24183-1 1082.0 12.5 116.9 91.0 ND A
71 SL 11/17/99 Lot 14 24183-1 1084.0 11.9 118.2 92.0 ND A
72 SM 11/17/99 14+00 24183-1 1078.0 12.7 116.5 90.7 NO A
73 SM 11/17/99 14+70 24183-1 1081.0 12.4 116.7 90.8 NO A
74 SM 11/17/99 15+00 24183-1 1085.0 11.5 118.8 92.5 SC A
75 SM 11/17/99 14+25 24183-1 1085.0 12.1 117.4 91.4 ND A
76 SM 11/17/99 12+50 24183-1 1086.0 12.3 116.8 90.9 NO A
Parcela Court
77 SL 11/17/99 Lot 75 24183-1 1082.0 11.9 118.3 92.1 NO A
78 SM 11/17/99 12+25 24183-1 1083.0 11.6 118.1 91.9 ND A
79 SM 11/17/99 11+90 24183-1 1085.0 12.1 117.0 91.1 SC A
80 SL 11/17/99 Lot 73 24183-1 1084.0 12.4 116.9 91.0 NO A
81 8M 11/17/99 11+35 24183-1 1081.0 12.8 120.0 93.4 NO A
82 SM 11/17/99 11+05 24183-1 1084.0 12.9 120.2 93.5 NO A
83 SM 11/17/99 10+90 24183-1 1080.0 12.5 119.5 93.0 NO A
84 SL 11/17/99 Lot 71 24183-1 1082.0 11.7 118.5 92.2 ND A
85 SM 11/17/99 10+40 24183-1 1083.0 11.8 117.3 91.3 NO A
T erraza Court
86 SM 11/18/99 12+30 24183-1 1093.0 11.3 118.3 93.9 NO B
Buie Communities
Tracts 24183 and 24183-1
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September, 2002 /
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Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST< SQ!L
NO. TYPE NO, OR, CONTENT DENSITY CaMP METHOD TvRE
. DEPTH (ft) (%)'. . (pc;fl (%) .. . ..
87 SM 11/18/99 12+40 24183-1 1096.0 11.7 117.4 93.2 ND B
88 SM 11/18/99 12+30 24183-1 1099.0 11.5 117.7 93.4 NO B
Pensador Street
89 SL 11/18/99 Lot 56 24183-1 1100.0 12.2 116.7 90.8 NO A
90 SL 11/18/99 Lot 57 24183-1 1101.0 12.4 116.5 90.7 NO A
91 SL 11/18/99 Lot 58 24183-1 1103.0 11.8 118.1 91.9 SC A
92 SL 11/18/99 Lot 60 24183-1 1102.0 12.5 116.9 91.0 NO A
Festivo Street
93 SL 11/18/99 Lot 62 24183-1 1103.0 12.3 116.5 90.7 NO A
94 SL 11/18/99 Lot 32 24183-1 1104.0 11.9 118.3 92.1 NO A
95 SL 11/18/99 Lot 34 24183-1 1104.0 12.2 118.8 92.5 NO A
96' SM 11/18/99 17+75 24183-1 1101.0 10.3 114.1 88.8 ND A
96A SM 11/18/99 17+75 24183-1 1101.0 12.6 119.7 93.2 NO A
97 SM 11/18/99 17+65 24183-1 1105.0 12.7 119.6 93.1 SC A
Pensador Street
98 SL 11/18/99 Lot 36 24183-1 1103.0 12.9 120.3 93.6 ND A
99 SL 11/18/99 Lot 38 24183-1 1102.0 12.1 117.1 91.1 ND A
100 SM 11/19/99 12+80 24183-1 1102.0 11.6 116.5 90.7 ND A
101 SM 11/19/99 12+20 24183-1 1100.0 12.1 117.2 91.2 NO A
102 SM 11/19/99 11+75 24183-1 1102.0 12.3 116.9 91.0 NO A
103 SM 11/19/99 11+20 24183-1 1101.0 11.8 117.6 91.5 ND A
104 8M 11/19/99 10+70 24183-1 1103.0 12.6 118.8 92.5 ND A
105 SM 11/19/99 10+25 24183-1 1100.0 12.5 118.5 92.2 SC A
106 8M 11/19/99 11+40 24183-1 1105.0 12.8 119.4 92.9 NO A
107 SM 11/19/99 10+00 24183-1 1106.0 13.1 120.4 93.7 NO A
Festivo Street
108 SM 11/19/99 18+20 24183-1 1101.0 13.3 120.2 93.5 ND A
109 SM 11/19/99 17+95 24183-1 1104.0 13.5 119.9 93.3 NO A
110 8L 11/19/99 Lot 30 24183-1 1105.0 11.9 116.8 90.9 ND A
111 SL 11/19/99 Lot 29 24183-1 1103.0 12.1 117.1 91.1 SC A
112 SM 11/19/99 17+55 24183-1 1100.0 12.3 117.2 91.2 NO A
113 SL 11/22/99 Lot 28 24183-1 1099.0 11.3 116.6 90.7 NO A
114 SL 11/22/99 Lot 27 24183-1 1101.0 11.7 116.8 90.9 ND A
115 SL 11/22/99 Lot 26 24183-1 1100.0 12.2 117.6 91.5 ND A
116 SL 11/22/99 Lot 25 24183-1 1094.0 11.9 117.1 91.1 ND A
117 SL 11/22/99 Lot 24 24183-1 1095.0 12.4 118.5 92.2 SC A
118 SL 11/22/99 Lot 23 24183-1 1105.0 12.1 118.3 92.1 ND A
119 SL 11/22/99 Lot 21 24183-1 1103.0 11.1 116.4 90.6 NO A
120 SL 11/22/99 Lot 2 24183-1 1101.0 11.4 116.9 91.0 NO A
121 SL 11/22/99 Lot 70 24183-1 1097.0 13.2 116.2 90.4 ND A
122 SL 11/22/99 Lot 68 24183-1 1103.0 13.0 116.0 90.3 ND A
123 SL 11/22/99 Lot 66 24183-1 1105.0 12.7 117.7 91.6 ND A
124 SL 11/22/99 Lot 64 24183-1 1107.0 12.6 117.5 91.4 SC A
125 SM 11/22/99 17+20 24183-1 1099.0 12.4 118.0 91.8 NO A
126 SM 11/22/99 16+70 24183-1 1100.0 11.8 119.3 92.8 ND A
127 SM 11/23/99 16+30 24183-1 1101.0 11.1 120.2 93.5 NO A
128 SM 11/23/99 15+85 24183-1 1096.0 11.5 120.4 93.7 ND A
129 SM 11/23/99 15+50 24183-1 1097.0 11.7 118.7 92.4 NO A
130 8M 11/23/99 15+10 24183-1 1100.0 12.2 116.6 90.7 ND A
Buie Communities
Tracts 24183 and 24183-1
File: C:\exceJ\lables\270Dtbl.xls\2771 de. ALL
GeoSoils, I.e.
W.O. 2771-D/E-SC
September, 2002
Page 3 Go
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Table 1
FIELD DENSITY TEST RESULTS
TEST UTI L1TY DATE TEST LOCATIO N TRACT. ELEV MOISTURE DRY REL . TEST.' SOIl;
NO, . TYPE . NO, OR .CONTENT DENSITY CaMP METfloP tYpE
..., DEPTH(ft\ (%),' (ocO (%) ". '
131 8M 11/23/99 14+50 24183-1 1107.0 11.9 119.4 92.9 ND A
132 8M 11/23/99 14+10 24183-1 1108.0 12.3 116.8 90.9 SC A
133 SM 11/23/99 13+60 24183-1 1104.0 12.7 117.5 91.4 NO A
134 SM 11/23/99 13+45 24183-1 1109.0 12.9 119.1 92.7 NO A
135 8M 11/23/99 13+00 24183-1 1102.0 12.5 117.0 91.1 NO A
136 8M 11/23/99 12+50 24183-1 1104.0 11.6 118.4 92.1 NO A
137 8M 11/23/99 11+90 24183-1 1100.0 13.4 118.9 92.5 NO A
138 SM 11/23/99 11+40 24183-1 1102.0 13.2 119.8 93.2 8C A
139 8M 11/23/99 11+20 24183-1 1099.0 13.3 119.6 93.1 NO A
Via Destello
1 SL 8/18/00 Lot 3 24183 1085.0 12.6 115.1 91.3 NO B
2 SM 8/18/00 18+65 24183 1085.0 12.4 117.8 93.5 NO B
3 SL 8/18/00 Lot 47 24183 1089.0 11.9 115.5 91.7 NO B
4 SL 8/18/00 Lot 45 24183 1090.0 11.5 116.1 92.1 NO B
5 8L 8/21/00 Lot 7 24183 1090.0 13.0 118.2 92.0 NO A
6* SL 8/21/00 Lot 44 24183 1089.0 10.8 111.0 88.1 NO B
6A 8L 8/21/00 Lot 44 24183 1089.0 11.3 114.1 90.6 ND B
7* SM 8/21/00 19+70 24183 1085.5 10.2 110.3 87.5 ND B
7A 8M 8/21/00 19+70 24183 1085.5 10.5 113.9 90.4 ND B
8 SM 8/21/00 22+10 24183 1088.0 10.8 115.7 91.8 SC B
9 SM 8/21/00 19+95 24183 1087.0 10.8 114.5 90.9 NO B
10 SM 8/21/00 22+30 24183 1090.0 11.7 117.3 91.3 8C A
11 SM 8/21/00 20+30 24183 1089.0 10.4 114.1 90.6 NO B
12 SL 8/21/00 Lot 9 24183 1091.0 13.1 117.8 91.7 NO A
13 8L 8/21/00 Lot 12 24183 1092.0 12.6 116.4 90.6 NO A
14 8L 8/22/00 Lot 15 24183 1093.0 10.8 114.1 90.6 SC B
15* 8M 8/22/00 23+30 24183 1089.5 10.3 112.1 89.0 ND B
15A 8M 8/22/00 23+30 24183 1089.5 10.2 114.0 90.5 ND B
16 8M 8/22/00 25+30 24183 1092.0 10.5 114.5 90.9 NO B
17 SL 8/22/00 Lot 18 24183 1100.0 12.0 117.4 91.4 SC A
18 8M 8/22/00 23+60 24183 1091.5 10.4 115.4 91.6 NO B
19 8M 8/22/00 25+80 24183 1094.0 10.8 114.3 90.7 NO B
20 8M 8/22/00 26+30 24183 1095.5 11.6 117.3 91.3 NO A
21 SL 8/22/00 Lot 21 24183 1107.0 10.2 115.3 91.5 8C B
22 8M 8/22/00 26+90 24183 1095.0 10.7 113.6 90.2 NO B
23 SM 8/22/00 28+80 24183 1102.0 11.9 116.7 90.8 ND A
24* SL 8/22/00 Lot 24 24183 1113.0 10.6 109.5 86.9 ND B
24A 8L 8/22/00 Lot 24 24183 1113.0 10.4 114.3 90.7 ND B
25 SM 8/22/00 27+80 24183 1100.0 12.0 117.4 91.4 SC A
26 8L 8/22/00 Lot 28 24183 1118.0 10.8 115.4 91.6 ND B
27 8L 8/22/00 Lot 30 24183 1111.0 10.3 114.4 90.8 NO B
28 8M 8/23/00 29+40 24183 1104.5 10.5 113.8 90.3 ND B
29 8M 8/23/00 31+10 24183 1112.5 11.7 117.9 91.8 SC A
30 SL 8/23/00 Lot 32 24183 1104.0 10.2 114.4 90.8 NO B
31 SL 8/23/00 Lot 35 24183 1095.5 10.8 113.7 90.2 ND B
32 SL 8/23/00 Lot 38 24183 1092.5 10.6 114.9 91.2 NO B
33 SL 8/23/00 Lot 41 24183 1091.0 10.9 115.4 91.6 ND B
34 SM 8/23/00 31+60 24183 1117.0 12.0 116.7 90.8 SC A
T erraza Court
Buie Communities
Tracts 24183 and 24183-1
File: C:\excel\tables\270otbl.xls\2771 de.ALL
GeoSoils, Ine.
W.O. 2771-0/E-SC
September, 2002
Page 4 1.
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Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE' TEST LOCATION TRACT ELEV MOISTURE DRY ,.. REL . TEST . SOIL
NO. TYPE NO, '. OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft) (%) IDct) '1%) ..'..
35 SL 8/24/00 Lot51 24183 1106.0 11.8 117.7 91.6 NO A
36* SL 8/24/00 Lot 54 24183 1113.5 12.1 114.5 89.1 NO A
36A SL 8/24/00 Lot 54 24183 1113.5 12.4 116.1 90.4 SC A
37 SM 8/24/00 14+35 24183 1104.5 11.6 118.3 92.1 ND A
38 SM 8/24/00 16+10 24183 1111.0 12.2 116.7 90.8 ND A
39 SM 8/24/00 18+80 24183 1117.5 11.4 116.9 91.0 NO A
40 SL 8/24/00 Lot 57 24183 1118.0 12.0 119.6 93.1 SC A
41 SL 8/24/00 Lot 61 24183 1121.0 12.5 117.8 91.7 NO A
42 SM 8/24/00 14+50 24183 1107.0 11.8 118.3 92.1 NO A
43 SM 8/24/00 15+90 24183 1113.0 12.4 116.7 90.8 SC A
44 SM 8/24/00 17+90 24183 1120.0 11.6 117.3 91.3 ND A
45 SL 8/24/00 Lot 64 24183 1122.0 12.5 116.8 90.9 NO A
46 SL 8/24/00 Lot 66 24183 1121.0 12.2 116.5 90.7 NO A
47 SL 8/24/00 Lot 69 24183 1117.0 12.0 118.6 92.3 SC A
48 SL 8/25/00 Lot 72 24183 1111.0 12.0 120.5 93.8 SC A
49* SL 8/25/00 Lot75 24183 1103.0 11.2 113.3 88.2 NO A
49A SL 8/25/00 Lot 75 24183 1103.0 12.4 116.4 90.6 NO A
50 SM 8/25/00 13+00 24183 1099.0 11.4 117.1 91.1 SC A
51* SM 8/25/00 12+90 24183 1101.0 11.8 112.8 87.8 NO A
51A SM 8/25/00 12+90 24183 1101.0 11.6 117.4 91.4 NO A
52 SM 8/25/00 18+50 24183 1119.0 12.5 116.4 90.6 NO A
53 SM 8/25/00 19+20 24183 1121.0 11.7 119.5 93.0 SC A
WATER
Via Destello
1 WM 9/13/00 20+00 24183 -2.0 11.3 116.4 90.6 NO A
2 WM 9/13/00 22+02 24183 -2.0 11.9 117.0 91.1 NO A
3 WM 9/13/00 23+84 24183 -3.0 11.6 116.2 90.4 NO A
4 WM 9/13/00 25+85 24183 -2.0 11.9 117.5 91.4 ND A
5 WL 9/13/00 Lot 45 . 24183 0.5 12.0 116.8 90.9 NO A
6 WL 9/13/00 Lot 8 24183 0.5 11.8 116.5 90.7 NO A
7 WL 9/13/00 Lot 39 24183 0.5 11.7 117.9 91.8 NO A
8 WL 9/13/00 Lot 14 24183 0.5 12.1 118.2 92.0 NO A
9 WL 9/13/00 Lot 36 24183 0.5 12.0 120.4 93.7 NO A
10 WM 9/13/00 28+14 24183 -3.0 12.2 120.1 93.5 NO A
11 WM 9/13/00 29+85 24183 -2.0 11.5 117.0 91.1 NO A
12 WM 9113/00 31+33 24183 -2.0 11.8 116.6 90.7 NO A
13 WL 9/13/00 Lot 32 24183 0.5 12.7 119.5 93.0 NO A
14 WL 9/13/00 Lot 22 24183 0.5 12.1 118.4 92.1 ND A
15 WL 9/13/00 Lot 29 24183 0.5 12.5 119.1 92.7 NO A
16 WL 9/13/00 Lot 26 24183 0.5 12.2 119.8 93.2 ND A
T erraza Court
17 WM 9/13/00 13+38 24183 -2.0 11.5 121.8 94.8 NO A
18 WM 9/13/00 14+88 24183 -3.0 12.0 121.9 94.9 NO A
19 WL 9/13/00 Lot 75 24183 0.5 11.3 119.3 92.8 ND A
20 WL 9/13100 Lot 72 24183 0.5 12.0 118.8 92.5 ND A
21 WL 9/13/00 Lot 51 24183 0.5 11.9 117.5 91.4 NO A
22 WL 9/13/00 Lot 53 24183 0.5 11.7 119.1 92.7 NO A
23 WM 9/14/00 16+32 24183 -3.0 12.6 119.6 93.1 ND A
24 WM 9114100 17+65 24183 -2.0 12.0 116.8 90.9 NO A
Buie Communities
Tracts 24183 and 24183-1
File: C:\excel\tables\270otbl.xls\2771 de.ALL
GeoSoils, Ine.
W.O. 2771-D/E-SC
September, 2002
Page 5 ~
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.
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY . DATE TESTLOCATION TRACT ELEV MOISTURE '"""C"DRY REL TEST. SOIL
NO. TYPE NO. OR . CONTENT DENSITY CaMP METHOD tyPE
," DEPTH(fl' '(0/0\ . . I~cfr 10/0\
25 WM 9/14/00 19+28 24183 -2.0 11.9 117.0 91.1 NO A
26 WL 9/14/00 Lot 69 24183 0.5 12.5 122.2 95.1 ND A
27 WL 9/14/00 Lot 58 24183 0.5 12.1 121.1 94.2 NO A
28 WL 9/14/00 Lot 65 24183 0.5 12.3 121.3 94.4 ND A
Via Destello
140 WM 12/7/99 11+00 24183-1 -1.0 11.3 116.5 90.7 NO A
141 WM 12/7/99 13+00 24183-1 -0.5 11.5 115.7 90.0 NO A
Parcela Court
142 WM 12/7/99 10+75 24183-1 -1.0 12.1 115.9 90.2 NO A
Pensador Street
143 WL 12/7/99 Lot 41 24183-1 -0.5 13.1 116.4 90.6 NO A
144 WL 12/7/99 Lot 44 24183-1 -1.0 12.9 116.6 90.7 NO A
145 WL 12/7/99 Lot 47 24183-1 -0.5 12.8 116.8 90.9 SC A
146 WL 12/7/99 Lot 49 24183-1 -0.5 11.4 115.6 90.0 ND A
147 WL 12/7/99 Lot 52 24183-1 -0.5 12.8 116.9 91.0 ND A
148 WL 12/7/99 Lot 55 24183-1 -0.5 13.0 117.3 91.3 NO A
149 WL 12/7/99 Lot 58 24183-1 -0.5 12.0 116.2 90.4 ND A
150 WL 12/7/99 Lot 61 24183-1 -1.0 12.7 117.0 91.1 SC A
151 WL 12/7/99 Lot 38 24183-1 -0.5 12.8 116.6 90.7 ND A
152 WL 12/7/99 Lot 35 24183-1 -0.5 13.1 117.1 91.1 ND A
153 WM 12/7/99 11+00 24183-1 -0.5 12.9 116.8 90.9 NO A
154 WM 12/7/99 13+86 24183-1 -1.0 13.4 115.6 90.0 NO A
155 WM 12/7/99 16+10 24183-1 -1.0 12.3 116.6 90.7 ND A
Via Destello
156 WL 12/7/99 Lot 8 24183-1 -0.5 11.3 116.6 90.7 ND A
157 WL 12/7/99 Lot 11 24183-1 -1.0 12.1 117.1 91.1 NO A
158 WM 12/7/99 15+00 24183-1 -0.5 11.8 116.2 90.4 NO A
159 WM 12/7/99 17+00 24183-1 -0.5 11.4 116.5 90.7 NO A
160 WL 12/7/99 Lot 18 24183-1 -0.5 11.8 116.9 91.0 SC A
T erraza Court
161 WM 12/7/99 10+80 24183-1 -0.5 11.3 117.0 91.1 NO A
Festivo Street
162 WL 12/7/99 Lot 29 24183-1 -0.5 11.4 117.0 91.1 ND A
163 WL 12/7/99 Lot 26 24183-1 -0.5 11.2 116.1 90.4 ND A
164 WL 12/7/99 Lot 22 24183-1 -0.5 11.6 115.6 90.0 NO A
165 WL 12/7/99 Lot 65 24183-1 -0.5 11.3 117.3 91.3 SC A
166 WM 12/7/99 16+50 24183-1 -0.5 11.8 115.9 90.2 ND A
167 WM 12/7/99 14+70 24183-1 -1.0 12.0 116.4 90.6 ND A
168 WM 12/7/99 12+35 24183-1 -1.0 12.1 116.9 91.0 NO A
Parcela Court
169 WL 12/7/99 Lot 72 24183-1 -0.5 11.9 116.6 90.7 NO A
170 WL 12/7/99 Lot 74 24183-1 -0.5 12.1 116.8 90.9 ND A
Emoezar Street
171 WM 12/7/99 11+25 24183-1 -0.5 11.4 117.3 91.3 NO A
Semena Street
172 WM 12/7/99 11+50 24183-1 -0.5 12.2 116.9 91.0 NO A
STORM DRAIN
Semena Street
1 SO 11/23/99 10+75 24183-1 -1.0 12.4 117.6 91.5 ND A
Buie Communities
Tracts 24183 and 24183-1
File: C:\excel\tables\270Gtbl.xls\2771 de.ALL
GeoSoils, IDe.
W.O. 2771-D/E-SC
September, 2002
Page 6 '\
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Table 1
FIELD DENSITY TEST RESULTS
TEST .UTllJTY , DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST" SOIL
NO, TYPE' I. NO. OR. . CONTENT DENSITY CaMP METHOO TYt?E
" .., .... . . DEPTHlfll Io/~\ IDefl' 1%\ ,
2 SO 11/23/99 11+70 24183-1 -2.0 12.7 119.5 93.0 NO A
Via DestellD
3 SO 11/23/99 16+05 24183-1 -2.0 12.9 119.8 93.2 NO A
4 SO 11/23/99 17+35 24183-1 -1.0 12.2 117.4 91.4 NO A
JOINT UTILITY
Via DestellD
JT 12/16/99 Lots 77/16 24183-1 -1.0 11.5 116.7 90.8 NO A
JT 12/16/99 Lot 14 24183-1 -1.0 11.8 116.5 90.7 NO A
JT 12/16/99 Lot 10 24183-1 -0.5 12.1 115.9 90.2 NO A
JT 12/16/99 Lot 8 24183-1 -0.5 11.1 117.3 91.3 ND A
Parcela Court
JT 12/16/99 Lot 71 24183-1 -1.0 12.3 116.2 90.4 NO A
Festivo Street
JT 12/16/99 Lot 1 24183-1 -0.5 11.0 112.5 91.4 ND A
JT 12/16/99 Lot 67 24183-1 -1.0 11.2 117.7 91.6 ND A
JT 12/16/99 Lot 24 24183-1 -1.0 12.0 116.9 91.0 ND A
JT 12/16/99 Lot 63 24183-1 -0.5 11.9 117.0 91.1 ND A
JT 12/16/99 Lot 62 24183-1 -1.0 12.3 117.5 91.4 SC A
Pensador Street
JT 12/16/99 Lot 37 24183-1 -1.0 12.6 118.2 92.0 ND A
JT 12/16/99 Lot 54 24183-1 -0.5 11.9 118.4 92.1 ND A
JT 12/16/99 Lot 50 24183-1 -0.5 12.1 116.1 90.4 ND A
T erraza Court
JT 12/16/99 Lot 76 24183-1 -0.5 11.1 116.4 90.6 NO A
Via Destello
JT 3/4/00 Lot 15 24183-1 -0.5 12.3 120.5 93.8 ND A
JT 3/4/00 Lot 10 24183-1 -0.5 11.9 121.0 94.2 ND A
JT 3/4/00 LotS 24183-1 -0.5 12.7 116.9 91.0 NO A
Festivo Street
JT 3/4/00 Lot 1 24183-1 -0.5 11.4 118.0 91.8 ND A
JT 3/4/00 Lot 123 24183-1 -0.5 11.8 119.2 92.8 NO A
JT 3/4/00 Lot 119 24183-1 -1.0 12.0 117.8 91.7 NO A
JT 3/4/00 Lot 115 24183-1 -1.0 11.0 116.3 90.5 ND A
Pensador Street
JT 3/4/00 Lot 109 24183-1 -1.0 11.3 120.8 94.0 NO A
JT 3/4/00 Lot 106 24183-1 -0.5 12.6 120.5 93.8 ND A
JT 3/4/00 Lot 102 24183-1 -0.5 12.1 118.1 91.9 NO A
JT 3/4/00 Lot 97 24183-1 -0.5 16.8 119.6 93.1 ND A
Via Destello
JT 3/4/00 Lot18 24183-1 -0.5 11.6 117.6 91.5 ND A
Parcel a Court
JT 3/4/00 Lot 129 24183-1 -0.5 11.9 116.3 90.5 ND A
JT 3/4/00 Lot 126 24183-1 -0.5 11.5 123.7 96.3 NO A
Via Destello
JT 9/23/00 Lots 2/49 24183 -1.0 11.7 124.3 96.7 NO A
JT 9/23/00 Lots 45/6 24183 -1.0 12.1 122.4 95.3 NO A
JT 9/23/00 Lots 41/10 24183 -1.0 12.3 121.0 94.2 NO A
JT 9/23/00 Lots 36/15 24183 -1.0 11.8 120.1 93.5 NO A
JT 9/23/00 Lots 33/17 24183 -1.0 11.5 121.9 94.9 ND A
Suie Communities
Tracts 24183 and 24183-1
File: C:\excel\tables\270otbl.xls\2771de.ALL
GeoSoils, IDe.
W.O. 2771-D/E-SC
September, 2002
Page 7
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Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TESl'i $<<:)14
NO; I typE NO, OR CONTENT DENSITY COMP METHOD rYPE;
. . . DEPTHlftl 1%1 (~cf\ ..'('JG)
JT 9/23/00 Lots 31/21 24183 -1.0 10.7 118.4 94.0 NO B
JT 9/23/00 Lots 29/23 24183 -1.0 11.1 118.5 94.0 NO B
T erraza Court
JT 9/23/00 Lots 76/50 24183 -1.0 10.8 115.7 91.8 NO B
JT 9/23/00 Lots 73/51 24183 -1.0 10.3 120.6 95.7 NO B
JT 9/23/00 Lots 70/54 24183 -1.0 10.2 117.5 93.3 ND B
JT 9/23/00 Lots 69/56 24183 -1.0 10.5 118.5 94.0 NO B
JT 9/23/00 Lots 67/58 24183 -1.0 10.9 114.8 91.1 NO B
JT 9/23/00 Lots 66/59 24183 -1.0 11.0 - 116.6 92.5 NO B
"
JT 1 0/2/00 Via Oestel1o/Pavia 24183 -0.5 11.7 117.9 91.8 ND A
JT 10/2/00 Via Destello/Pavia 24183 -0.5 11.5 120.1 93.5 NO A
JT 11/4/00 Lot 50 24183 -0.5 11.1 116.6 90.7 NO A
JT 11/4/00 Lot 52 . 24183 -0.5 11.7 120.7 93.9 ND A
JT 11/4/00 Lot 54 24183 -0.5 12.0 119.0 92.6 NO A
JT 11/4/00 Lot 56 24183 -0.5 12.3 118.0 91.8 NO A
JT 11/4/00 Lot 59 24183 -0.5 11.5 1)7.2 91.2 NO A
JT 11/4/00 Lot 60 24183 -0.5 11.4 121.6 94.6 NO A
JT 11/4/00 Lot 63 24183 -0.5 10.6 115.3 91.5 NO B
Via Destillo
JT 11/4/00 Lot 26 24183 -0.5 10.9 113.8 90.3 NO B
JT 11/4/00 Lot 22 24183 -0.5 10.8 118.5 94.0 NO B
JT 11/4/00 Lot 20 24183 -0.5 10.6 115.5 91.7 ND B
JT 11/4/00 Lot 17 24183 -0.5 10.0 116.6 92.5 NO B
JT 11/4/00 Lot 15 24183 -0.5 11.1 115.8 91.9 NO B
JT 11/4/00 Lot 10 24183 -0.5 11.3 120.3 93.6 NO A
JT 11/4/00 Lot 3 24183 -0.5 11.6 121.5 94.6 NO A
CURB AND GUTTER
CG 12/29/99 Lot 15 24183-1 SG 10.4 116.5 92.5 ND B
CG 12/29/99 Lot 10 24183-1 SG 11.1 115.7 91.8 NO B
CG 12/29/99 Lot 3 24183-1 SG 10.8 117.4 93.2 ND B
CG 12/29/99 Lot 21 24183-1 SG 10.9 117.5 93.3 NO B
CG 12/29/99 Lot 28 24183-1 SG 11.4 119.0 92.6 ND A
CG 12/29/99 Lot 34 24183-1 SG 11.8 117.5 91.4 ND A
CG 12/29/99 Lot 63 24183-1 SG 11.5 120.3 93.6 NO A
CG 12/29/99 Lot 67 24183-1 SG 11.0 117.0 92.9 NO B
CG 12/29/99 Lot 7 24183-1 SG 10.6 114.0 90.5 ND B
CG 12/30/99 Lot 61 24183-1 SG 11.8 117.0 91.1 ND A
CG 12/30/99 Lot 57 24183-1 SG 11.4 116.5 90.7 NO A
CG 12/30/99 Lot 40 24183-1 SG 11.0 117.5 91.4 ND A
CG 12/30/99 Lot 50 24183-1 SG 11.8 116.9 91.0 ND A
CG 12/30/99 Lot 47 24183-1 SG 10.4 116.1 92.1 NO B
CG 12/30/99 Lot 48 24183-1 SG 11.2 117.2 93.0 NO B
CG 12/30/99 Lot 48 24183-1 SG 11.0 116.5 92.5 NO B
CG 12/30/99 Lot 19 24183-1 SG 10.6 116.7 92.6 ND B
CG 12/30/99 Lot 17/18 24183-1 SG 10.2 115.2 91.4 NO B
CG 12/30/99 Lot 13 24183-1 SG 11.1 116.0 92.1 NO B
CG 12/30/99 Lot 71 24183-1 SG 10.4 114.5 90.9 NO B
CG 12/30/99 Lot75 24183-1 SG 10.8 115.8 91.9 ND B
CG 12/30/99 Lot 71 24183-1 SG 10.1 115.0 91.3 ND B
Buie Communities
Tracts 24183 and 24183-1
File: C:\excel\tables\270otbl.xls\2771de.ALL
GeoSoils, IDe.
W.O. 2771-D/E-SC
September, 2002
Page 8 \\
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Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL ...'..TEST. S9J"
NO. . TYPE '. NO; OR CONTENT DENSITY COMP METHOD tyPE
. ' ... DEPTH (It\ (%\ loeft . 1%\ ... " ..
CG 12/30/99 South Side 24183-1 SG 11.2 118.0 93.7 NO B
CG 12/30/99 North Side 24183-1 SG 11.0 117.0 92.9 NO B
CG 9/25/00 Lot 75 24183 SG 10.7 117.5 93.3 ND B
CG 9/25/00 Lot 71 24183 SG 10.1 115.6 91.7 ND B
CG 9/25/00 Lot 66 24183 SG 10.5 119.6 94.9 NO B
CG 9/25/00 Lot 63 24183 SG 11.1 114.2 90.6 NO B
CG 9/25/00 Lot 58 24183 SG 10.3 117.0 92.9 ND B
CG 9/25/00 Lot 54 24183 SG 11.7 118.1 91.9 ND A
CG 9/25/00 Lot 51 24183 SG 12.0 116.2 90.4 NO A
CG 9/25/00 Lot 48 24183 SG 11.5 120.7 93.9 ND A
CG 9/25/00 Lot 41 24183 SG 11.1 118.4 92.1 NO A
CG 9/25/00 Lot 34 24183 SG 11.8 119.4 92.9 NO A
CG 9/25/00 Lot 29 24183 SG 12.4 120.5 93.8 NO A
CG 9/25/00 Lot 23 24183 SG 12.1 121.0 94.2 ND A
CG 9/25/00 Lot 17 24183 SG 10.8 121.1 96.1 ND B
CG 9/25/00 Lot 14 24183 SG 10.6 118.2 93.8 NO B
CG 9/25/00 Lot 10 24183 SG 10.5 115.3 91.5 NO B
CROSS GUTTER
XGUT 1/12/00 Via Oestello/Parcela Court 24183-1 BG 9.1 132.2 97.2 ND C
XGUT 1/12/00 Via Destello/Parcela Court 24183-1 BG 9.7 130.3 95.8 ND C
XGUT 1/12/00 Via OestellofTerraza Court 24183-1 BG 9.5 133.9 98.5 NO C
XGUT 1/12/00 Via DestellofTerraza Court 24183-1 BG 9.3 131.3 96.5 NO C
XGUT 1/13/00 T erraza CourtlPensador 24183-1 BG 9.7 132.5 97.4 ND C
XGUT 1/13/00 Festivo CourUEmoezar Street 24183-1 BG 9.5 133.6 98.2 NO C
XGUT 10/3/00 Via Destillo/Pavia 24183 SG 11.9 123.7 96.3 NO A
XGUT 10/3/00 Via Oestillo/Pavia 24183 SG 11.5 123.3 96.0 ND A
XGUT 10/3/00 Via Oestillo/Pavia 24183 BG 11.2 124.5 96.9 NO A
XGUT 10/3/00 Via Oestillo/Pavia 24183 BG 11.4 124.0 96.5 NO A
CITY WALK .
6/13/00 Lot 1 24183-1 SG 11.1 116.1 90.4 ND A
6/13/00 Lot 3 24183-1 SG 11.8 119.2 92.8 ND A
6/13/00 Lot 6 24183-1 SG 12.3 118.0 91.8 ND A
6/13/00 Lot 8 24183-1 SG 12.1 120.3 93.6 ND A
6/13/00 Lot 10 24183-1 SG 11.4 119.7 93.2 NO A
6/13/00 Lot 21 24183-1 SG 12.6 118.3 92.1 NO A
6/13/00 Lot 22 24183-1 SG 11.9 118.4 92.1 ND A
6/13/00 Lot 23 24183-1 SG 11.3 120.7 93.9 NO A
6/16/00 Lot 76 24183-1 SG 11.7 116.7 90.8 NO A
6/16/00 Lot 73 24183-1 SG 11.1 119.2 92.8 ND A
6/16/00 Lot 71 24183-1 SG 11.8 117.8 91.7 ND A
6/16/00 Lot 70 24183-1 SG 12.0 119.6 93.1 NO A
6/16/00 Lot 68 24183-1 SG 12.1 117.5 91.4 ND A
6/16/00 Lot 66 24183-1 SG 12.3 118.9 92.5 ND A
11/16/00 Lot 105 24183-1 SG 11.6 119.0 92.6 NO A
11/16/00 Lot 107 24183-1 SG 11.9 118.1 91.9 ND A
11/16/00 Lot 110 24183-1 SG 12.2 120.6 93.9 NO A
11/16/00 Lotl12 24183-1 SG 12.1 121.7 94.7 ND A
11/16/00 Lot 115 24183-1 SG 11.5 117.0 91.1 NO A
11/16/00 Lot 117 24183-1 SG 11.3 120.1 93.5 ND A
Buie Communities
Tracts 24183 and 24183-1
F~e: C:\excel\tables\270otbl.xls\2771de.AlL
GeoSoils, Ine.
W.O. 2771-D/E-SC
September, 2002
Page 9 \2.
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Table 1
FIELD DENSITY TEST RESULTS
TEST ..... UTILITY '. DATE TEST LOCATION TRACT ELEV' MOISTURE DRY REL TEST> ~O!g
NO. OFl .' .. ..,'.
. TYPE NO, CONTENT. DENSITY CaMP METliOQ TYI?E
I ',' DEPTHlfll 1%) (pct) . (%)
. .... ....
11/16/00 Lot 119 24183-1 SG 11.4 122.4 95.3 NO A
3/21/01 Lot 41 24183 SG 12.2 119.7 93.2 NO A
3/21/01 Lot 44 24183 SG 11.9 118.0 91.8 NO A
3/21/01 Lot 46 24183 SG 12.0 118.8 92.5 NO A
3/21/01 Lot 49 24183 SG 12.1 118.0 91.8 NO A
3/21/01 Lot 52 24183 SG 11.6 117.6 91.5 ND A
3/21/01 Lot 55 24183 SG 12.3 118.8 92.5 ND A
3/21/01 Lot 19 24183 SG 12.2 119.6 93.1 NO A
3/21/01 Lot 16 24183 SG 12.4 - 118.0 91.8 NO A
9/5/01 Lot 1 24183 SG 11.2 120.9 94.1 ND A
9/5/01 Lot 4 24183 SG 11.2 119.4 92.9 ND A
9/5/01 Lot 8 24183 SG 11.5 121.4 94.5 ND A
9/5/01 Lotl1 24183 SG 11.0 120.0 93.4 NO A
9/5/01 Lot 38 24183 SG 11.6 119.5 93.0 ND A
9/5/01 Lot 41 24183 SG 11.4 120.5 93.8 ND A
9/5/01 Lot 44 24183 SG 11.5 118.7 92.4 NO A
9/5/01 Lot 47 24183 SG 11.1 118.6 92.3 NO A
3/26/02 Lot 51 24183 SG 12.0 118.3 92.1 ND A
3/26/02 Lot 53 24183 SG 12.9 116.8 90.9 NO A
3/26/02 Lot 55 24183 SG 13.5 119.1 92.7 ND A
3/26/02 Lot 57 24183 SG 11.4 117.2 91.2 NO A
3/26/02 Lot 59 24183 SG 13.2 118.0 91.8 NO A
3/26/02 Lot 60 24183 SG 12.3 115.7 90.0 NO A
3/26/02 Lot 62 24183 SG 12.1 118.7 92.4 NO A
3/26/02 Lot 64 24183 SG 12.6 117.6 91.5 ND A
3/26/02 Lot 66 24183 SG 11.1 116.0 90.3 ND A
3/26/02 Lot 68 24183 SG 11.7 116.4 90.6 NO A
ROADWAY SUBGRADE
Via Destello
SSG 1/7/00 14+50 24183-1 SG 10.8 122.9 97.5 ND B
SSG 1/7/00 11+80 24183-1 SG 10.6 120.0 95.2 NO B
SSG 1/7/00 9+90 24183-1 SG 10.2 120.8 95.9 NO B
Festivo Street
SSG 1/7/00 12+20 24183-1 SG 11.6 121.3 96.3 NO B
SSG 1/7/00 14+00 24183-1 SG 11.4 122.3 97.1 ND B
SSG lf7/00 16+50 24183-1 SG 11.0 123.7 98.2 ND B
Pensador Street
SSG 1/7/00 10+60 24183-1 SG 10.8 122.6 95.4 ND A
SSG 1/7/00 13+05 24183-1 SG 12.1 123.4 96.0 NO A
SSG 1/7/00 15+80 24183-1 SG 11.6 125.0 97.3 ND A
Terraza Court
SSG 1/7/00 11+85 24183-1 SG 11.9 123.0 97.6 ND B
Via Destello
SSG 1/7/00 17+00 24183-1 SG 11.2 120.8 95.9 ND B
5emena Street
SSG 1/7/00 11+30 24183-1 SG 11.0 119.9 95.2 ND B
SSG 1/7/00 11+00 24183-1 SG 9.8 122.1 96.9 ND B
Emoezar Street
SSG 1/7/00 11+50 24183-1 SG 10.9 122.4 95.3 ND A
Buie Communities
Tracts 24183 and 24183-1
File: C :\excel\tables\2700tbl.xls\2771 de.ALL
GeoSoils, Ine.
W.O. 2771-0/E-SC
September, 2002
Page 10
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Table 1
FIELD DENSITY TEST RESULTS
TE~T UTI L1TY DATE '. TEST LOCATION TRACT ELEV MOISTURE DRY, REL TEST .SOIL
NO, TYPE NO. OR CONTENT DENSITY COMP METHOD TYPE
. . . , DEPTH (ft), (%) (pel) . (%) , .,.......'...
Parcela Court
SSG 1/7/00 11+60 24183-1 SG 11.1 123.9 96.4 NO A
T erraza Court
SSG 10/27/00 18+00 24183 SG 11.0 117.8 93.5 NO B
SSG 1 0/27/00 16+75 24183 SG 11.3 116.8 92.7 NO B
SSG 1 0/27/00 15+50 24183 SG 12.1 118.8 94.3 NO B
SSG 1 0/27/00 14+00 24183 SG 12.5 119.8 95.1 NO B
SSG 10/27/00 13+00 24183 SG 11.8 118.0 93.7 NO B
Via Destello -
SSG 10/27/00 31+50 24183 SG 12.1 122.2 95.1 NO A
SSG 10/27/00 30+ 75 24183 SG 11.6 122.4 95.3 NO A
SSG 10/27/00 29+50 24183 SG 11.2 119.7 93.2 NO A
SSG 10/27/00 28+30 24183 SG 11.7 121.8 94.8 NO A
SSG 10/27/00 26+25 24183 SG 11.5 119.2 92.8 NO A
SSG 10/27/00 25+00 24183 SG 12.0 123.3 96.0 NO A
SSG 10/27/00 23+80 24183 SG 11.1 119.5 93.0 NO A
SSG 10/27/00 22+50 24183 SG 12.6 122.3 95.2 NO A
SSG 1 0/27/00 21+00 24183 SG 11.3 120.4 93.7 NO A
SSG 10/27/00 19+69 24183 SG 11.6 121.6 94.6 ND A
SSG 10/27/00 18+80 24183 SG 12.0 118.3 92.1 ND A
Pavia Wav
SSG 10/27/00 10+75 24183 SG 11.9 121.6 94.6 NO A
SSG 1 0/27/00 11+10 24183 SG 12.3 122.0 94.9 ND A
T erraza Court
SSG 10/27/00 19+30 24183 SG 11.6 119.5 94.8 NO B
SSG 11/17/00 Lot 135 24183-1 SG 11.9 117.1 91.1 NO A
SSG 11/17/00 Lot 137 24183-1 SG 11.4 120.6 93.9 ND A
SSG 11/17/00 Lot 139 24183-1 SG 11.1 119.2 92.8 NO A
SSG 11/17/00 Lot 142 24183-1 SG 12.3 117.8 91.7 NO A
SSG 11/17/00 Lot 143 24183-1 SG 12.0 120.8 94.0 NO A
ROADWAY BASEGRADE
T erraza Court
SBG 11/6/00 Lot 65 24183 SG 8.7 134.0 98.5 ND C
SBG 11/6/00 Lot 58 24183 SG 9.0 134.7 99.0 ND C
SSG 11/6/00 Lot 70 24183 SG 9.1 132.7 97.6 NO C
SBG 11/6/00 Lot 51 24183 SG 8.8 133.6 98.2 ND C
SSG 11/6/00 Lot 76 24183 SG 9.4 135.9 99.8 NO C
Via Destello
SBG 11/6/00 Lot 2 24183 SG 9.3 132.3 97.3 NO C
SBG 11/6/00 Lot 43 24183 SG 9.5 133.1 97.9 ND C
SBG 11/6/00 Lot 12 24183 SG 8.7 134.9 99.2 NO C
SBG 11/6/00 Lot 34 24183 SG 8.6 134.1 98.6 NO C
SBG 11/6/00 Lot 21 24183 SG 8.9 131.8 96.9 ND C
SBG 11/6/00 Lot 29 24183 SG 9.4 133.4 989.1 NO C
Pavia Way
SBG 11/6/00 Lot 17 24183 SG 9.1 134.7 99.0 ND C
BASEGRADE
Semena Street
1 BG 1/18/00 10+90 24183-1 BG 9.1 133.2 97.9 ND C
Buie Communities
Tracts 24183 and 24183-1
File: C:\excel\lables\270otbLxls\2771 de.ALL
GeoSoils, Ine.
W.O. 2771-0/E-SC
September, 2002
Page 11 \1\
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.
Table 1
FIELD DENSITY TEST RESULTS
TEST UTI L1TY . DATE I TEST LOCATION TRACT ' ELEV MOISTURE -cDRY' REL TEST SplL
. ,
NO. TYPE , NO: OR CONTENT DENSITY CaMP METHOD :tYPE
, DEPTHlftl 1%\ .Icefl '(%1 '.."
2 BG 1/18/00 11+45 24183-1 BG 9.5 132.7 97.6 ND C
T erraza Court
3 BG 1/18/00 12+25 24183-1 BG 10.0 130.6 96.0 ND C
4 BG 1/18/00 11+50 24183-1 BG 9.7 131.4 96.6 ND C
5 BG 1/18/00 10+60 24183-1 BG 10.2 129.2 95.0 ND C
Via Destello
6 BG 1/18/00 17+40 24183-1 BG 10.4 129.3 95.1 ND C
7 BG 1/18/00 14+20 24183-1 BG 10.1 130.5 96.0 ND C
8 BG 1/18/00 11+10 24183-1 BG 9.8 131.6 96.8 ND C
Festivo Street
9 BG 1/18/00 12+20 24183-1 BG 9.9 131.9 97.0 ND C
10 BG 1/18/00 15+35 24183-1 BG 10.3 130.1 95.7 ND C
11 BG 1/18/00 17+50 24183-1 BG 9.8 131.5 96.7 ND C
Pensador Street
12 BG 1/18/00 10+60 24183-1 BG 9.4 132.9 97.7 ND C
13 BG 1/18/00 14+40 24183-1 BG 9.0 133.4 98.1 ND C
14 BG 1/18/00 17+20 24183-1 BG 8.9 133.6 98.2 ND C
Emoezar Street
15 BG 1/18/00 10+50 24183-1 BG 9.3 132.1 97.1 ND C
16 BG 1/18/00 11+10 24183-1 BG 10.2 129.2 95.0 ND C
17 BG 1/18/00 11+25 24183-1 BG 9.6 131.7 96.8 ND C
18 BG 1/18/00 12+90 24183-1 BG 9.9 129.8 95.4 ND C
LEGEND
* = Failing Test
A = Retest
NO = Nuclear Oensometer Test
SC = Sand Cone Test
SM = Sewer Main
SL = Sewer Lateral
WM = Water Main
WL = Water Lateral
SD = Storm Drain
JT = JointTrench
CG = Curb and Gutter
5G = Subgrade
XGUT = Cross Guller
BG = Base grade
SSG = Street Subgrade
SBG = Street Basegrade
Buie Communities
Tracts 24183 and 24183-1
File: C:\excel\tables\270otbLxls\2771de.All
GeoSoils, Ine.
W.O. 2771-D/E-SC
September, 2002 \/
Page 12 V