Townhouses-LR001004 REPORT OF FIELD
Nk 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 10/04/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-78B
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 1
1505 10/04/00 FG-2.5 2 - 19.0 100.4 19.7 _ 97 _ 97 1-A
1506 10/04/00 FG-2.5 2 19.0 100.4 19.8 98 98 1-A
1507 10/04/00 FG-2.5 2 19.0 100.4 19.8 96 96 . 1-A
1508 10/04/00 FG-2.2 2 19.0 100.4 20.0 99 98 1-A
1509 10/04/00 FG-2.2 2 19.0 100.4 19.4 99 99 1-A
1510. 10/04/00 FG-1.3 2 19.0 100.4 .. 20.2 99 98 1-A
1511 10/04/00 FG-1.5 2 19.0 100.4 19.1 97 97 1-A
TEST LOCATION:
1505 BLOCK B, PAD#21
1506 BLOCK B, PAD#22
1507 BLOCK B, PAD#23
1508 BLOCK B, PAD#24
1509 BLOCK B, PAD#25
1510 BLOCK B, PAD#17
1511 BLOCK B, PAD#18
CC: STEVE TOPLETZ,ANDANTE
1. FILL . * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE 8. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS / / IKEd
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST / A'-' S G,I ,'.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Co .ult. g
REPORT OF FIELD
'/Nhk 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 10/04/00
• DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-78A
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
1498 10/04/00 FG-1.4 2 19.0 100.4 19.6 97 97 1-A
1499 10/04/00 FG-3.1 2 19.0 100.4 21.0 96 96 1-A
1500 10/04/00 FG-2.6 2 19.0 100.4 19.8 97 96 1-A
1501 10/04/00 FG-1.8 2 19.0 100.4 21.1 98 97 1-A
1502 • 10/04/00 FG-2.0 2 19.0 100.4 19.1 97 97 1-A
1503 10/04/00 FG-2.2 2 19.0 100.4 20.8 97 97 • 1-A
1504 10/04/00 FG-2.3 4 20.1 101.9 21.6 100 98 1-A
TEST LOCATION:
1498 BLOCK A, PAD#52
1499 BLOCK A, PAD#54
i I
1500 BLOCK A, PAD#54
1501: BLOCK B, PAD#17
1502 BLOCK B, PAD#18
1503 BLOCK B, PAD#19
1504 BLOCK B, PAD#20
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 INS ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /�
" LP AT
4.CEMENT TREATED D. RETEST / I ,
• . Geotechnical Engineering I Construction Materials Testing •Environmental Engineering I Cons tin
REPORT OF FIELD
NL. 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 10/04/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-78
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
1491 10/04/00 FG-1.7 4 20.1 101.9 20.1 97 95 1-A
1492 .10/04/00 FG-1.8 4 20.1 101.9 20.4 97 96 1-A
1493 10/04/00 FG-1.9 2 19.0 100.4 19.0 98 98 1-A
1494 10/04/00 FG-2.3 2 19.0 100.4 20.0 99 98 1-A
1495 10/04/00 FG-2.3 2 19.0 100.4 19.1 96 96 1-A
1496 10/04/00 FG-2.1 2 19.0 100.4 19.7 96 95 1-A
1497 10/04/00 FG-1.4 2 19.0 100.4 21.0 96 96 1-A
TEST LOCATION:
1491 BLOCK A, PAD#23
1492 BLOCK A, PAD#24
1493 BLOCK A, PAD#25
1494 BLOCK A, PAD#35
1495 BLOCK A, PAD#36
1496 BLOCK A, PAD#41
1497 BLOCK A, PAD#51
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 -, y Iy S% �ei
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST A? • E" it L, NC
Geotechnical Engineering / Construction Materials Testing /Environmental Engineering Con u/ti •