Townhouses-LR000921 REPORT OF FIELD
/ ,. COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 09/21/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-83B
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
1197 09/21/00 FG-4.3 4 20.1 101.9 20.8 101 99 1-A
1198 09/21/00 FG-4.5 4 20.1 101.9 20.2 102 100 1-A
1199 09/21/00 FG-4.7 4 20.1 101.9 21.0 101 99 1-A
1200 09/21/00 FG-4.8 4 20.1 101.9 21.9 100 98 1-A
1201 09/21/00 FG-5.0 4 20.1 101.9 21.1 101 99 1-A
1202 09/21/00 FG-5.0 4 20.1 101.9 22.2 99 98 1-A
1203 09/21/00 FG-5.0 4 20.1 101.9 21.7 101 99 1-A
TEST LOCATION:
1197 BLOCK B, PAD#17
1198 BLOCK B, PAD#18
1199 BLOCK B, PAD#19
1200 BLOCK B, PAD#20
1201 BLOCK B, PAD#21
1202 BLOCK B, PAD#22
1203 BLOCK B, PAD#23
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBORADE B. PERCENT COMPACTI(N!DOES NOT COMPLY WITH SPECIFICATIONS t , fitted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS // i
4. CEMENT TREATED D. RETEST ALP • T 'G,IN .
Geotechnical Engineering 1 Construction Materials Testing /Environmental Engineering 1 Cons i g
REPORT OF FIELD
/ ,. COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023 I
TESTED FOR LEMP DEVELOPMENT DATE 09/21/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-63A
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
1190 09/21/00 FG-4.2 4 20.1 101.9 21.6 98 96 1-A
1191 09/21/00 FG-4.7 4 20.1 101.9 21.3 99 97 1-A
1192 09/21/00 FG-4.2 4 20.1 101.9 20.5 100 98 1-A
1193 09/21/00 FG-5.7 4 20.1 101.9 21.8 100 98 1-A
1194 09/21/00 FG-5.7 4 20.1 101.9 20.4 102 100 1-A
1195 09/21/00 FG-5.8 4 20.1 101.9 21.4 100 99 1-A
1196 09/21/00 FG-5.8 4 20.1 101.9 20.3 102 100 1-A
-
TEST LOCATION:
1190 BLOCK B, PAD#24
1191 BLOCK B, PAD#25
1192 BLOCK B,PAD#25
1193 BLOCK A,PAD#27
1194 BLOCK A,PAD#28
1195 BLOCK A,PAD#29
1196 BLOCK A,PAD#30
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 •-�' Iii/ /ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS _ /
I. CEMENT TREATED D. RETEST AL • • .'S .G,I/.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Co su ng
REPORT OF FIELD
Nik COMPACTION TESTS
ALPHA TESTING, INC.
2209 WJsconsin St.,Suite 1W
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
i
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 09/21/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-63
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 oENsrnv COMPACTION COMMENT*
% PCF % PCF
1183 09/21/00 FG-5.8 4 20.1 101.9 20.4 99 98 1-A
-
1184 09/21/00 FG-5.8 4 20.1 101.9 21.3 100 98 1-A
1185 09/21/00 FG-5.7 4 20.1 101.9 20.5 103 101 1-A
1186 09/21/00 FG-5.8 4 20.1 101.9 21.7 101 99 1-A
1187 09/21/00 FG-5.8 4 20.1 101.9 20.6 101 100 1-A
1188 09/21/00 FG-5.2 4 20.1 101.9 21.7 99 97 1-A
1189 09/21/00 FG-5.3 4 20.1 101.9 21.1 100 98 1-A
TEST LOCATION:
1183 BLOCK A, PAD#32
1184 BLOCK A, PAD#33
1185 BLOCK A, PAD#34
1186 BLOCK A, PAD#35
1187 BLOCK A,PAD#36
1188 BLOCK A,PAD#38
1189 BLOCK A, PAD#39
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS /,
ili
2. NATURAL S08GRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 4004 S . -
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST / • P i -- 'G,IN .
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Cons Ili •