Townhouses-LR000711ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Da#os, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/11/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-16B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENS~( MOISTURE DRY DENSITY COMPACTION COMMENT*
191 07/11/00 FG-10.1 2 19.0 100.4 22.2 101 100 1-A
192 07/11/00 FG-9.9 2 19.0 100.4 22.7 100 99 1-A
193 07/11/00 FG-9.1 2 19.0 100.4 22.5 99 99 1-A
194 07/11/00 FG-7.6 2 19.0 100.4 23.9 97 96 1 -A
195 07/11/00 FG-8.3 2 19.0 100.4 23.4 97 96 1-A
196 07/11/00 FG-9.6 2 19.0 100.4 21.2 100 100 1-A
197 07/11/00 FG-9.4 2 19.0 100.4 23.1 99 98 1-A
TEST LOCATION:
191 BLOCK A, PAD #3
192 BLOCK A, PAD ~
193 BLOCK A, PAD #4
194 BLOCKA, PAD#5
195 BLOCK A, PAD f~
196 BLOCK A, PAD #3
197 BLOCK A, PAD #2
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
* A. IN PLACE PERCENT UOffiTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS B. PERCENTCOMPACTIO~J DOES NOT COMPLYWlTH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WI~H SPECIFICATIONS
D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 7~229
972/620-8911 - 972/263-4937 (Metro)
lAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/11/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-16A
TEST DATA:
TEST ~ ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~... NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
184 07/11100 FG-8.0 2 19.0 100.4 21.0 99 98 1-A
185 07/11/00 FG-9.3 2 19.0 100.4 20.3 101 101 1-A
186 07/11/00 FG-7.8 2 19.0 100.4 21.7 100 100 1-A
187 07/11/00 FG-8.6 2 19.0 100,4 22.5 99 99 1-A
188 07/11/00 FG-6.2 2 19.0 100.4 21.5 99 99 1-A
189 07/11/00 FG~.I 2 19.0 100.4 20.8 100 100 1-A
190 07/11/00 FG-6.6 2 19.0 100.4 20.9 101 100 1-A
TEST LOCATION:
184 BLOCK B, PAD #4
185 BLOCK B, PAD ~5
186 BLOCK B, PAD ~6
187 BLOCK B, PAD #7
188 BLOCK B, PAD #8
189 BLOCK B, PAD ~
190 BLOCKB, PAD#10
CC: STEVE TOPLETZ, ANDANTE
1, FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Res ~p~ ·
ALPHATESTING, I~
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin ,,ct., Suite 100
Da#os, Texos 75229
972/620-8911 - 972/263-4937 [Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/11/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-16
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSII~ MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % ~
177 07/11/00 FG-11.6 2 19.0 100.4 20.6 101 100 1-A
178 07/11/00 FG-9.6 2 19.0 100.4 20.7 100 100 1-A
179 07/11/00 FG-10.4 2 19.0 100.4 22.6 101 100 1 -A
180 07/11/00 FG-8.1 2 19.0 100.4 21.2 102 101 1-A
181 07/11/00 FG-11.1 2 19.0 100.4 21.7 101 100 1-A
182 07/11/00 FG-10.6 2 19.0 100.4 21.5 102 102 1-A
183 07/11/00 FG-8.8 2 19.0 100.4 21.4 100 100 1-A
TEST LOCATION:
177 BLOCK A, PAD #3
178 BLOCKA, PAD#4
179 BLOCKA, PAD,r2
180 BLOCK A, PAD #5
181 BLOCK A, PAD #3
182 BLOCKA, PAD#3
183 BLOCKA, PAD#6
CC: STEVE TOPLETZ, ANDANTE
1. FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENTTREATED D. RETEST
ALP H,a['-T'E STING, 1NC.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consuiting ~
ALPHA TESTING, INC.
22C~ Wisconsin ,,ct., Suite 100
Dallc~, Texos 7,~229
972/620-8911 - 972/263-4937 (Metro)
FAX: c)72/406-8023
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/11/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-15B
TEST DATA:
TEST ~ ELEV. SOIL ID OI~TIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~...~ NUMBER MOI$31JRE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% p(~ % PCF
170 07/11/00 FG-7.7 4 20.1 101.9 22.1 102 100 1-A
171 07/11/00 FG-7.2 4 20.1 101.9 20.8 103 101 1-A
172 07/11/00 FG-8.9 4 20.1 101.9 23.4 100 98 1-A
173 07/11/00 FG-9.1 4 20.1 101.9 22.6 102 100 I~A
174 07/11/00 FG-8.6 4 20.1 101.9 21.1 103 101 1-A
175 07/11/00 FG-7.1 4 20.1 101.9 21.3 103 101 1-A
176 07/11/00 FG-7.8 4 20.1 101.9 21.1 103 101 1-A
TEST LOCATION:
170 CLUB HOUSEAREA
171 CLUB HOUSEAREA
172 BLOCK A, PAD #2
173 BLOCKA, PAD#3
174 BLOCK A, PAD #4
175 BLOCKA, PAD#5
176 BLOCKA, PAD~6
CC: STEVE TOPLETZ, ANDANTE
I FILL * A, IN PLACE PERCENT ~RE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUEGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C, PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
ALPRA-TESTING, INC.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consuiting
ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/11/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-15A
TEST DATA:
TEST ~ ELEV. SOIL ID OP31MUM MAXIMUM LAB IN I~.ACE IN PLACE PERCENT
NO. DATEDEPT~ NUMBER MOISTURE DRY D~NSiTY MOISTURE DRY DENSITY COMPACTION COMMENT*
163 07/11/00 SG 5 12.5 108 13.4 106 98 2-A
164 07/11/00 SG 5 12.5 108 15.7 106 98 2-A
165 07/11/00 SG 5 12.5 108 14.9 106 98 2-A
166 07/11/00 SG 5 12.5 108 15.7 106 98 2-A
167 07/11/00 FG-6.8 1 22.5 99.5 22.6 98 98 1-A
168 07/11/00 FG-6.7 1 22.5 99.5 23.8 98 99 1-A
169 07/11/00 FG-6.4 1 22.5 99.5 23.0 101 101 1-A
TEST LOCATION:
163 BLOCKA, PAD#15
164 BLOCKA, PAD#16
165 BLOCK B, PAD#14
166 BLOCK B, PAD #15
167 BLOCK B, PAD#15
168 BLOCK B, PAD#14
169 BLOCK B, PAD#13
CC: STEVE TOPLETZ, ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGEADE E. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. MME STABILIZED C. PERCENT IN PLACE MOISTURE OOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENTTREATED D. RETEST
ALPHA'rESTING, IN~
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/~3
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/11/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-15
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE tN PLACE PERCENT
NO, DATEDEPTH"~ NUMBER MOIS'FURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
156 07/11/00 SG 5 12.5 108 13.8 109 101 2-A
157 07/11/00 SG 5 12.5 108 14.9 106 99 2-A
158 07/11/00 SG 5 12.5 108 13.5 105 98 - 2-A
159 07/11/00 SG 5 12.5 108 13.6 106 98 2-A
160 07/11/00 SG 5 12.5 108 15.7 105 98 2-A
161 07/11100 SG 5 12.5 108 13.9 109 100 2-A
162 07/11/00 SG 5 12.5 108 15.0 108 100 2-A
TEST LOCATION:
156 BLOCK A, PAD #7
157 BLOCKA, PAD#9
158 BLOCKA, PAD#10
159 BLOCK A, PAD #11
160 BLOCKA, PAD#12
161 BLOCKA, PAD#13
162 BLOCKA, PAD#14
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT 3REATED
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
ALI:~ESTING, INC.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting