Townhouses-LR000922 REPORT OF FIELD
/ ,. COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 1W
Dallas,Texas 75229
972/620.8911 - 972/263-4937(Metro)
1
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 09/22/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-68B
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID oFn,uM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMEND
% PCF % PCF
1295 09/22/00 FG-5.3 5 12.5 108 15.3 104 96 1-A
-
1296 09/22/00 FG-5.3 5 12.5 108 13.6 107 99 1-A
1297 09/22/00 FG-5.2 5 12.5 108 14.6 105 97 1-A
1298 09/22/00 FG-5.3 5 12.5 108 14.3 105 98 1-A
1299 09/22/00 FG-5.3 5 12.5 108 13.5 107 99 1-A
1300 09/22/00 FG-4.7 5 12.5 108 13.8 105 98 1-A
1301 09/22/00 FG-4.8 5 12.5 108 132 108 100 1-A
TEST LOCATION:
1295 BLOCK A, PAD#32
1296 BLOCK A, PAD#33
1297 BLOCK A, PAD#34
1298 BLOCK A,PAD#35
1299 BLOCK A, PAD#36
1300 BLOCK A, PAD#38
1301 BLOCK A, PAD#39
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS i / /
2. NATURAL SUBORADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS _� � INC
3. UME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ;• I ,I
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Cons i •
REPORT OF FIELD
7/Nlik 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 09/22/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-68A
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID oFnMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF n PCF
1288 09/22/00 FG-5.3 5 12.5 108 14.5 105 97 1-A
1289 09/22/00 FG-3.2 5 12.5 108 14.9 105 97 1-A
1290 09/22/00 FG-3.3 5 12.5 108 12.5 108 100 1-A
1291 09/22/00 FG-3.4 5 12.5 108 13.1 106 • 98 1-A
1292 09/22/00 FG-5.2 5 12.5 108 14.1 104 97 1-A
1293 09/22/00 FG-5.2 5 12.5 108 12.8 106 98 1-A
1294 09/22/00 FG-5.3 5 12.5 108 13.7 106 98 1-A
TEST LOCATION:
1288 BLOCK A, PAD#30
1289 BLOCK A, PAD#23
1290 BLOCK A, PAD#24
1291 BLOCK A, PAD#25
1292 BLOCK A, PAD#27
1293 BLOCK A, PAD#28
1294 BLOCK A, PAD#29
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 40,.../
2. NATURAL SUBORADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Iiyl ' itted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS V
4. CEMENT TREATED D. RETEST AL-,a, f NG,I •
Geotechnical Engineering I M
Construction Materials Testing I Environmental Engineering I Con /i . /
REPORT OF FIELD
IhkCOMPACTION 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 09/22/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-68
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
1281 09/22/00 FG-5.4 5 12.5 108 13.8 104 96 1-A
1282 09/22/00 FG-5.6 5 12.5 108 14.3 103 96 1-A
1283 09/22/00 FG-4.8 5 12.5 108 13.5 105 97 1-A
1284 09/22/00 FG-4.7 5 12.5 108 12.8 107 99 1-A
1285 09/22/00 FG-4.7 5 12.5 108 13.3 106 98 1-A
1286 09/22/00 FG-4.7 5 12.5 108 13.4 104 96 1-A
1287 09/22/00 FG-4.7 5 12.5 108 13.7 104 96 1-A
•
TEST LOCATION:
1281 BLOCK A,PAD#40
1282 BLOCK A, PAD#41
1283 BLOCK A,PAD#44
1284 BLOCK A, PAD#45
1285 BLOCK A,PAD#47
1286 BLOCK A, PAD#48
1287 BLOCK A,PAD#49
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 '
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENTTREATED D. RETEST AL). • S ING,I
Geotechnical Engineering / Construction Materials Testing N Environmental Engineering N Con u ng