Townhouses-LR000916 REPORT OF FIELD
/i% COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 1W
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 09/16/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-62B
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT`
% PCF % PCF
1176 09/16/00 FG-6.1 1 22.5 99.5 23.4 97 98 1-A
1177 09/16/00 FG-5.8 1 22.5 99.5 24.5 96 97 1-A
1178 09/16/00 FG-5.7 1 22.5 99.5 23.9 98 98 1-A
1179 09/16/00 FG-5.7 1 22.5 99.5 23.3 98 99 1-A
1180 09/16/00 FG-5.7 2 19.0 100.4 21.2 101 100 1-A
1181 09/16/00 FG-5.7 2 19.0 100.4 22.0 100 100 1-A
1182 09/16/00 FG-5.7 2 19.0 100.4 22.0 98 98 1-A
TEST LOCATION:
1176 BLOCK A, PAD#43
1177 BLOCK A, PAD#44
1178 BLOCK A, PAD#45
1179 BLOCK A, PAD#47
1180 BLOCK A, PAD#48
1181 BLOCK A, PAD#49
1182 BLOCK A,PAD#50
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 /1401f
4. CEMENT TREATED D. RETEST • 12, • TI G,I .
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Con Iti ,
REPORT OF FIELD
/ ,, COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 1W
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 09/16/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-62A
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
1169 09/16/00 FG-6.8 2 19.0 100.4 21.1 96 96 1-A
1170 09/16/00 FG-6.8 2 19.0 100.4 20.1 99 99 1-A
1171 09/16/00 FG-62 2 19.0 100.4 20.4 99 98 1-A
1172 09/16/00 FG-6.8 2 19.0 100.4 21.8 • 97 97 1-A
1173 09/16/00 FG-6.3 2 19.0 100.4 21.3 99 98 1-A
1174 09/16/00 FG-6.4 2 19.0 100.4 21.1 99 99 1-A
1175 09/16/00 FG-7.1 2 19.0 100.4 21.7 98 97 1-A
TEST LOCATION:
1169 BLOCK A,PAD#35
1170 BLOCK A,PAD#36
1171 BLOCK A,PAD#38
1172 BLOCK A,PAD#39
1173 BLOCK A, PAD#39
1174 BLOCK A,PAD#40
1175 BLOCK A,PAD#41
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 j� - '
3. UME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS `•
4. CEMENT TREATED D. RETEST ALP., ' TI ,IN•
Geotechnical Engineering 1 Construction Materials Testing I Environmental Engineering I Con llti •
REPORT OF FIELD
X COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 1W
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023 1
TESTED FOR LEMP DEVELOPMENT DATE 09/16/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-62
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY oENsrn MOISTURE DRY DENSITY COMPACTION COMMEND
% PCF % PCF
1162 09/16/00 FG-6.7 1 22.5 99.5 23.2 97 97 1-A
1163 09/16/00 FG-6.7 1 22.5 99.5 23.0 98 98 1-A
1164 09/16/00 FG-6.8 1 22.5 99.5 23.4 97 98 1-A
1165 09/16/00 FG-6.8 2 19.0 100.4 21.3 99 99 1-A
1166 09/16/00 FG-6.8 2 19.0 100.4 20.9 100 100 1-A
1167 09/16/00 FG-6.8 2 19.0 100.4 20.4 99 98 1-A
1168 09/16/00 FG-6.7 2 19.0 100.4 21.6 98 97 1-A
TEST LOCATION:
1162 BLOCK A,PAD#27
1163 BLOCK A,PAD#28
1164 BLOCK A,PAD#29
1165 BLOCK A, PAD#30
1166 BLOCK A,PAD#32
1167 BLOCK A,PAD#33
1168 BLOCK A,PAD#34
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MORE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
// / /
2. NATURAL SUBfiRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS i � .
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS / ,-
4. CEMENT TREATED D. RETEST AL% r S G,IN .
Geotechnicel Engineering I Construction Materials Testing I Environmental Engineering I Co ult •