Townhouses-LR000925 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: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 09/25/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-69B
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MasruRE DRY DENSITY COMPACTION COMMENT*
% PCF 1i PCF
1316 09/25/00 FG-6.1 2 19.0 100.4 21.0 100 99 1-A
1317 09/25/00 FG-4.0 2 19.0 100.4 21.9 98 98 1-A
1318 09/25/00 FG-4.2 2 19.0 100.4 21.6 101 100 1-A
1319 09/25/00 FG-4.3 2 19.0 100.4 21.3 100 99 1-A
1320 09/25/00 FG-4.5 2 19.0 100.4 22.3 97 97 1-A
1321 09/25/00 FG-4.5 2 19.0 100.4 21.0 97 97 1-A
1322 09/25/00 FG-4.5 2 19.0 100.4 20.8 98 98 1-A
TEST LOCATION:
1316 BLOCK A, PAD#54
1317 BLOCK B,PAD#18
1318 BLOCK B,PAD#19
1319 BLOCK B,PAD#20
1320 BLOCK B,PAD#21
1321 BLOCK B,PAD#22
1322 BLOCK B,PAD#23
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 S
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST AL. ' S G,I '.
Geotechnical Engineering M Construction Materials Testing I Environmental Engineering I Consulti-g
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 09t25/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-69A
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID oPTTMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
1309 09/25/00 FG-4.2 2 19.0 100.4 20.9 99 98 1-A
1310 09/25/00 FG-4.7 2 19.0 100.4 22.8 98 97 1-A
1311 0925/00 FG-4.2 2 19.0 100.4 20.9 99 99 1-A
1312 09/25/00 FG-4.9 2 19.0 100.4 21.7 99 98 1-A
1313 09/25/00 FG-5.4 2 19.0 100.4 22.7 97 97 1-A
1314 09/25/00 , FG-4.9 , 2 19.0 100.4 21.0 99 98 1-A
1315 09/25/00 FG-6.6 2 19.0 100.4 21.6 100 99 1-A
TEST LOCATION:
1309 BLOCK A, PAD#49
1310 BLOCK A, PAD#50
1311 BLOCK A,PAD#50
1312 BLOCK A,PAD#51
1313 BLOCK A,PAD#52
1314 BLOCK A, PAD#52
1315 BLOCK A,PAD#54
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISRURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS //
2. NATURAL SUBORADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Ily i r/.
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ' AL' TI ,IN
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I C• .ulti .,
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 09/25/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-69
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
I
1302 09/25/00 FG-4.9 1 22.5 ' 99.5•• 23.6 97 98 1-A
1303 09/25/00 FG-5.1 1 22.5 99.5 23.0 97 97 1-A
1304 09/25/00 FG-4.6 1 22.5 99.5 23.1 97 97 1-A
1305 09/25/00 FG-4.3 1 22.5 99.5 23.6 95 95 1-A
1306 09/25/00 FG-4.2 1 22.5 99.5 22.6 97 97 1-A
1307 09/25/00 FG-4.2 1 22.5 99:5 22.7 99 100 1-A
1308 09/25/00 FG-4.2 1 22.5 99.5 23.8 95 96 1-A
TEST LOCATION:
1302 BLOCK A, PAD#40
1303 BLOCK A, PAD#41
1304 BLOCK A, PAD#43
1305 BLOCK A, PAD#44
1306 BLOCK A, PAD#45
1307 BLOCK A, PAD#47
1308 BLOCK A, PAD#48
CC: STEVE TOPLETZ,ANDANTE
1. FILL • * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS /A/
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Su.. ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS 1
4. EEMENTTREATED D. RETEST • P • • ING,INC
Geotechnical Engineering / Construction Materials Testing I Environmental Engineering I Cons in.