Townhouses-LR000914 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 09/14/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-61C
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB N PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSRY MOISTURE DRY DENSITY COMPACTION COMMENT'
PCF % PCF
1160 09/14/00 SG 5 12.5 108 16.2 107 99 2-A
1161 09/14/00 SG 5 12.5 108 13.7 110 101 2-A
TEST LOCATION:
1160 BLOCK A,PAD#28
1161 BLOCK A,PAD#27
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. CEMENT TREATED D. RETEST AL P/ T'-TING,INC.
Geotechnical Engineering Construction Materials Testing Environmental Engineering /Consult!
REPORT OF FIELD
1/NIL 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 09/14/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-615
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID ommuM MAXIMUM LAS IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY oeNSrrY MoISrURE DRY DENsTY COMPACTION COMMEND
% PCF % PCF
1153 09/14/00 SG 5 12.5 108 16.4 107 99 2-A
1154 09/14/00 SG 5 12.5 108 15.0 109 101 2-A
1155 09/14/00 SG 5 12.5 108 15.8 106 98 2-A
1156 09/14/00 SG 5 12.5 108 14.0 108 100 2-A
1157 09/14/00 SG 5 12.5 108 15.1 107 99 2-A
1158 09/14/00 SG 5 12.5 108 15.1 106 98 2-A
1159 09/14/00 SG 5 12.5 108 15.2 107 99 _ 2-A
TEST LOCATION:
1153 BLOCK A, PAD#51
1154 BLOCK A, PAD#50
1155 BLOCK A, PAD#49
1156 BLOCK A, PAD#48
1157 BLOCK A, PAD#47
1158 BLOCK A,PAD#45
1159 BLOCK A, PAD#44
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 ./Air
4. CEMENT TREATED D. RETEST AL S 'G,IN'.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I • .u ' •
REPORT OF FIELD
/ik 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 09/14/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-61A
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PEROENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PEF % PCF
1146 09/14/00 SG 5 12.5 108 16.3 107 99 2-A
1147 09/14/00 SG 5 12.5 108 15.1 110 101 2-A
1148 09/14/00 SG 5 12.5 108 16.0 106 1 98 2-A
1149 09/14/00 SG 5 12.5 108 15.7 107 99 2-A
1150 09/14/00 SG 5 12.5 108 15.9 105 97 2-A
1151 09/14/00 SG 5 12.5 108 15.7 106 98 2-A
1152 09/14/00 SG 5 12.5 108 14.5 108 100 2-A
TEST LOCATION:
1146 BLOCK B, PAD#21
1147 BLOCK B, PAD#22
1148 BLOCK B, PAD#23
1149 BLOCK B, PAD#24
1150 BLOCK B, PAD#25
1151 BLOCK A, PAD#54
1152 BLOCK A, PAD#52
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS /
i
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
ir3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /
4. CEMENT TREATED D. RETEST ' ' P . ING,IN'.
Geotechnical Engineering N Construction Materials Testing /Environmental Engineering I Consu ' •
REPORT OF FIELD
li 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 09/14/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-61
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
a d
1139 09/14/00 SG 5 12.5 108 15.2 109 • 101 2-A
1140 09/14/00 SG 5 12.5 108 15.0 107 99 2-A
1141 09/14/00 SG 5 12.5 108 15.6 107 99 2-A
1142 09/14/00 SG 5 12.5 108 16.4 105 97 2-A
1143 09/14/00 SG 5 12.5 108 16.2 107 99 2-A
1144 09/14/00 SG 5 12.5 108 16.1 104 96 2-A
1145 09/14/00 SG 5 12.5 108 16.4 105 97 2-A
TEST LOCATION:
1139 BLOCK A, PAD#43
1140 BLOCK A,PAD#42
1141 BLOCK A,PAD#41
1142 BLOCK A,PAD#40
1143 BLOCK A,PAD#39
1144 BLOCK A,PAD#38
1145 BLOCK A, PAD#37
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 S
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ,Or
4. CEMENT TREATED D. RETEST P , • / ,INC
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Cons