Townhouses-LR000928 REPORT OF FIELD
/ ,. COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 1W
DaHos,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 09/28/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-728
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRYDENSrrY MOISTURE DRY DENSITY COMPACTION COMMENT'
PCF % PCF
1379 09/28/00 FG-3.8 4 20.1 101.9 20.5 100 98 1-A
1380 09/28/00 FG-3.8 4 20.1 101.9 21.0 101 99 1-A
1381 09/28/00 FG-3.7 4 20.1 101.9 21.5 100 98 1-A
1382 09/28/00 FG-3.8 4 20.1 101.9 20.5 100 99 1-A
1383 09/28/00 FG-3.8 4 20.1 101.9 20.3 102 100 1-A
1384 09/28/00 FG-3.2 4 20.1 101.9 22.3 100 98 1-A
1385 09/28/00 FG-3.3 4 20.1 101.9 21.1 101 99 1-A
TEST LOCATION:
1379 BLOCK A, PAD#32
1380 BLOCK A, PAD#33
1381 BLOCK A, PAD#34
1382 BLOCK A, PAD#35
1383 BLOCK A, PAD#36
1384 BLOCK A,PAD#38
1385 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 Respectfully Submitted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALPHA TESTING,INC.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulting
REPORT OF FIELD
/ ,. COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St..Site 100
Odlos,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 0928/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-72A
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB WI PLACE IN PLACE PERCENT
NO. DATE DEPT NUMBER MasruftE DRY oENsrrY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF M PCF
"1372 09/28/00 FG-3.1 4 20.1 101.9 20.4 101 99 1-A
1373 09/28/00 FG-3.3 4 20.1 101.9 22.8 98 96 1-A
1374 09/28/00 FG-3.2 4 20.1 101.9 20.7 100 98 1-A
1375 09/28/00 FG-3.2 4 20.1 101.9 22.0 98 97 1-A
1376 09/28/00 FG-3.2 4 20.1 101.9 20.2 100 98 1-A
1377 09/28/00 FG-3.2 4 20.1 101.9 21.9 99 98 1-A
1378 09/28/00 FG-3.2 2 19.0 100.4 19.8 101 100 1-A
TEST LOCATION:
1372 BLOCK A, PAD#43
1373 BLOCK A, PAD#44
1374 BLOCK A,PAD#45
1375 BLOCK A, PAD#47
1376 BLOCK A,PAD#48
1377 BLOCK A, PAD#49
1378 BLOCK A, PAD#50
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WrrH SPECIFICATIONS j/ ,
2. NATURAL SUBORADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. UME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST / L' T/ ING,INC.
Geotechnical Engineering I Construction Materials Testing /Environmental Engineering N Con u/ti
REPORT OF FIELD
/i% 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 09/28/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-72
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 x PCF
. '1365 09/28/00 FG-2.7 4 20.1 101.9 20.5 99 97 1-A
N
1366 09/28/00 FG-2.8 4 20.1 --101.9 21.7 99 97 1-A
\:
1367 09t28/00 FG-2.9 4 20.1 - - - 101.9 20.6 101 99 1-A
1368 09/28/00 FG-3.7. 4 20.1 101.9 21.2 101 99 1-A
1369 09/28/00 FG-3.7 4 20.1 101.9 20.4 102 100 1-A
1370 09/28/00 FG-3.8 4 20.1 101.9 20.8 102 100 1-A
1371 09/28/00 FG-3.8 4 20.1 101.9 20.1 101 99 1-A
TEST LOCATION: •
1365 BLOCK A, PAD#23
1366 BLOCK A,PAD#24
1367 BLOCK A, PAD#25
1368 BLOCK A, PAD#27
1369 BLOCK A,PAD#28
1370 BLOCK A, PAD#29
1371 BLOCK A, PAD#30
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 I S ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST Pu E ING,IN
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering /Cons i •