Townhouses-LR000929 REPORT OF FIELD
16, 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 09/29/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-73B
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 DENSITY COMPACTION COMMENT*
% PCF % PCF
1400 09/29/00 FG-3.9 4 20.1 101.9 20.8 98 96 1-A
1401 09/29/00 FG-5.6 4 20.1 101.9 22.2 100 98 1-A
1402 09/29/00 FG-5.1 4 20.1 101.9 21.3 98 96 1-A
1403 0929/00 FG-4.6 4 20.1 101.9 20.3 100 98 1-A •
1404 09/29/00 FG-3.4 4 20.1 101.9 20.5 100 98 1-A
1405 09/29/00 FG-3.6 4 20.1 101.9 21.8 100 98 1-A
1406 09/29/00 FG-3.4 4 20.1 101.9 22.8 99 97 1-A
TEST LOCATION:
1400 BLOCK A, PAD#51
1401 BLOCK A,PAD#54
1402 BLOCK A,PAD#54
1403 BLOCK A,PAD#54
1404 BLOCK A,PAD#40
1405 BLOCK A,PAD#41
1406 BLOCK A,PAD#52
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 - S . -.
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS 40V
4. CEMENT TREATED D. RETEST , G,I .
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering Cons,-i •
REPORT OF FIELD
1/i% COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 1W
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/4064023
TESTED FOR LEMP DEVELOPMENT DATE 09/29/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-73A
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
■
1393 09/29/00 FG-3.7 4 20.1 101.9 20.3 101 99 1-A
1394 09/29/00 FG-3.2 4 20.1 101.9 22.0 97 96 1-A
1395 09/29/00 FG-3.7 4 20.1 101.9 20.4 102 100 1-A
1396 0929/00 . FG-3.2 4 20.1 101.9 20.3 98 96 1-A
1397 09/29/00 FG-4.4 4 20.1 101.9 20.4 97 96 1-A
1398 09/29/00 FG-3.9 4 20.1 101.9 20.4 99 97 1-A
1399_ 09/29/00 FG-4.4 4 _ 20.1 101.9 21.6 100 98 1-A
TEST LOCATION:
1393 BLOCK B, PAD#24
1394 BLOCK B,PAD#24
1395 BLOCK B, PAD#25
1396 BLOCK B, PAD#25
1397 BLOCK A,PAD#52
1398 BLOCK A, PAD#52
1399 BLOCK A, PAD#51
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 �l
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS lir 1
4. CEMENT TREATED D. RETEST A • TING, .
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering. Consult! ■
REPORT OF FIELD
NI, COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St,Sulte 100
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 0929/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-73
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT NUMBER MOISTURE DRYDENSm MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
_ '1386 09/29/00 FG-3.3 4 20.1 101.9 20.1 98 96 1-A
1387 09/29/00 FG-3.5 4 20.1 101.9 21.2 100 98 1-A
1388 09/29/00 FG-3.2 4 20.1 101.9 21.2 101 100 1-A
1389 09/29/00 FG-3.3 4 20.1 101.9 20.1 101 99 1-A
1390 09/29/00 FG-3.5 4 20.1 101.9 20.5 99 97 1-A
1391 09/29/00 FG-3.5 4 20.1 101.9 20.7 102 100 1-A
1392 09/29/00 FG-3.5 4 20.1 101.9 20.5 101 99 1-A
TEST LOCATION:
1386 BLOCK B, PAD#17
1387 BLOCK B, PAD#18
1388 BLOCK B, PAD#19
1389 BLOCK B, PAD#20
1390 BLOCK B, PAD#21
1391 BLOCK B,PAD#22
1392 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 COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LMAE STABkQED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /Er/. .7,r
4. CEMENT TREATED D. RETEST 411 P T., G,I ,
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering Con- Ni •