Townhouses-LR000915 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 09/15/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-60B
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAS IN PLACE IN PLACE PERCENT
NO. DATE DEPT NUMBER MasnuRE DRY Dewy MOISTURE DRY oENSm COMPACTION COMMENT'
S PCF % PCF
1132 09/15/00 FG-6.2 3 21.6 98.8 22.0 98 99 1-A
1133 09/15/00 FG-62 3 21.6 98.8 21.8 98 99 1-A
1134 09/15/00 FG-6.3 3 21.6 98.8 21.6 98 100 1-A
1135 09/15/00 FG-6.6 2 19.0 100.4 21.3 99 98 1-A
1136 09/15/00 FG-7.6 2 19.0 100.4 22.8 97 97 1-A
1137 09/15/00 FG-7.4 2 19.0 100.4 21.6 100 99 1-A
1138 09/15/00 _ FG-6.9 2 19.0 100.4 222 98 98 1-A
TEST LOCATION:
1132 BLOCK A, PAD#47
1133 BLOCK A,PAD#45
1134 BLOCK A,PAD#44
1135 BLOCK A, PAD#43
1136 BLOCK A, PAD#41
1137 BLOCK A,PAD#40
1138 BLOCK A, PAD#40
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 - S
3. UME STABRIIED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Or
4. CEMENT TREATED D. RETEST LP IN ,INC.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Cons i
REPORT OF FIELD
/ ,. COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 1W
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX 972/4016-8023
TESTED FOR LEMP DEVELOPMENT DATE 09/15/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-60A
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID oPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE oar oENSIIY COMPACTION COMMENT'
% PCF % PCF
1125 09/15/00 FG-6.9 3 21.6 98.8 24.3 96 97 1-A
1126 09/15/00 FG-9.1 3 21.6 98.8 22.7 97 98 1-A
1127 09/15/00 FG-8.6 3 21.6 98.8 24.9 95 96 1-A
1128 09/15/00 FG-6.9 3 21.6 98.8 23.6 96 97 1-A
1129 09/15/00 FG-6.2 3 21.6 98.8 23.2 97 98 1-A
1130 09/15/00 FG-6.2 3 21.6 98.8 22.0 97 98 1-A
1131 09/15/00 FG-6.2 3 21.6 98.8 21.7 98 99 1-A
TEST LOCATION:
1125 BLOCK A, PAD#52
1126 BLOCK A,PAD#54
1127 BLOCK A, PAD#54
1128 BLOCK A, PAD#51
1129 BLOCK A, PAD#50
1130 BLOCK A, PAD#49
1131 BLOCK A, PAD#48
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A_ IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
/ /
2. NATURAL SUBORADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 7.,
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS 4. CEMENT TREATED D. RETEST , T' TI G,IN
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Cons Iti ,
RE!-ORT OF FIELD
lk, 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 09/15/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-60
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID oPnMUM MAXIMUM LAB IM PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENARY MOISTURE DRY DENSEY COMPACTION COMMENT*
% PCF % PCF
1118 09/15/00 SG 5 12.5 108 16.4 106 98 2-A
1119 09/15/00 SG 5 12.5 108 15.3 108 100 2-A
1120 09/15/00 SG 5 12.5 108 15.6 108 100 2-A
1121 09/15/00 SG 5 12.5 108 16.3 107 99 2-A
1122 09/15/00 SG 5 12.5 108 15.6 109 101 2-A
1123 09/15/00 SG 5 12.5 108 13.9 110 102 2-A
1124 09/15/00 SG 5 12.5 108 15.6 108 100 2-A
TEST LOCATION:
1118 BLOCK A, PAD#36
1119 BLOCK A, PAD#35
1120 BLOCK A, PAD#34
1121 BLOCK A,PAD#33
1122 BLOCK A,PAD#32
1123 BLOCK A, PAD#30
1124 BLOCK A,PAD#29
CC: STEVE TOPLETZ,ANDANTE
I. 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 �F
4. CEMENT TREATED D. RETEST ALP A ' TI G,IN,.
Geotechnical Engineering / Construction Materials Testing I Environmental Engineering I Consulti •
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 09/15/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-59B
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OarmuM MAXMAUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
1112 09/15/00 FG-7.8 2 19.0 100.4 21.5 96 96 1-A
1113 09/15/00 FG-7.3 2 19.0 100.4 21.9 97 97 1-A
1114 09/15/00 FG-7.8 2 19.0 100.4 21.7 98 97 1-A
1115 09/15/00 FG-7.3 2 19.0 100.4 20.8 99 99 1-A
1116 09/15/00 FG-7.2 2 19.0 100.4 21.0 100 99 1-A
1117 09/15/00 FG-6.7 2 19.0 100.4 21.7 98 98 1-A
1118 09/15/00 FG-7.3 2 19.0 100.4 20.7 99 99 1-A
TEST LOCATION:
1112 BLOCK A,PAD#35
1113 BLOCK A,PAD#35
1114 BLOCK A,PAD#36
1115 BLOCK A,PAD#36
1116 BLOCK A,PAD#38
1117 BLOCK A,PAD#38
1118 BLOCK A,PAD#39
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 ijir
4. CEMENT TREATED D. RETEST P , T•-TING,IN'
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Cons Ili ,
REI+ORT OF FIELD
1% 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 09/15/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-59A
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID oanMu, MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
1105 09/15/00 FG-7.3 2 19.0 100.4 19.9 97 97 1-A
1106 09/15/00 FG-7.8 2 19.0 100.4 19.5 100 99 1-A
1107 09/15/00 FG-7.3 2 19.0 100.4 20.1 99 99 1-A
1108 09/15/00 FG-7.8 2 19.0 100.4 19.9 99 99 1-A
1109 09/15/00 FG-7.3 2 19.0 100.4 19.7 98 97 1-A
1110 09/15/00 FG-7.7 2 19.0 100.4 19.4 99 99 1-A
1111 09/15/00 FG-7.2 2 19.0 100.4 21.5 98 98 1-A
TEST LOCATION:
1105 BLOCK A, PAD#30
1106 BLOCK A,PAD#32
1107 BLOCK A,PAD#32
1108 BLOCK A, PAD#33
1109 BLOCK A, PAD#33
1110 BLOCK A,PAD#34
1111 BLOCK A, PAD#34
CC: STEVE TOPLETZ,ANDANTE
1. FILL *A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS // /
2. NATURAL SUBORADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS J _•
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS r /
4. CEMENT TREATED D. RETEST ALP/ TI•G,INC
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consult! ,
REPORT OF FIELD
N COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 1W
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
■ I
TESTED FOR LEMP DEVELOPMENT DATE 09/15/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-59
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 DENSDY COMPACTION COMMENT*
% PCF % PCF
1098 09/15/00 FG-7.7 3 21.6 98.8 23.5 97 98 1-A
1099 09/15/00 FG-72 3 21.6 98.8 21.6 99 100 1-A
1100 09/15/00 FG-7.7 4 20.1 101.9 20.9 99 97 1-A
1101 09/15/00 FG-7.2 2 19.0 100.4 21.0 97 97 1 A
1102 09/15/00 FG-7.8 2 19.0 100.4 20.7 98 97 1-A
1103 09/15/00 FG-7.3 3 21.6 98.8 23.0 95 96 1-A
1104 09/15/00 FG-7.8 3 21.6 98.8 23.9 96 98 1-A
TEST LOCATION:
1098 BLOCK A, PAD#27
1099 BLOCK A, PAD#27
1100 BLOCK A,PAD#28
1101 BLOCK A,PAD#28
1102 BLOCK A, PAD#29
1103 BLOCK A,PAD#29
1104 BLOCK A,PAD#30
CC: STEVE TOPLETZ,ANDANTE / //
1. FILL * A. WI 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 ,/
4. CEMENT TREATED D. RETEST AL) i . ING,IN
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulti •