Townhouses-LR000805ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas. Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOr LEMP DEVELOPMENT DATE 08/05/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-57B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OI~tIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOIS3~JRE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
1063 08/05/00 FG-0.5 4 20.1 101.9 22.6 102 100 1-A
1064 08/05/00 FG-0.5 4 20.1 101.9 23.4 102 100 1 -A
1065 08/05/00 FG-0.6 4 20.1 101.9 21.1 103 101 1-A
1066 08/05/00 FG-0.5 4 20.1 101.9 22.5 101 99 1-A
1067 08/05/00 FG-0.3 4 20.1 101.9 21.1 102 100 1-A
1068 08/05/00 FG-0.3 4 20.1 101.9 21.3 100 98 1-A
1069 08/05/00 FG-0.6 4 20.1 101.9 21.4 102 100 1-A
TEST LOCATION:
1063 CLUBHOUSE AREA
1064 BLOCK B, PAD #2
1065 BLOCK B, PAD #3
1066 BLOCK B, PAD #4
1067 BLOCK B, PAD #5
1068 BLOCK B, PAD#6
1069 BLOCK B, PAD #7
CC: STEVE TOPLETZ, ANDANTE
1 FILL
2. NATURAL ~UBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WI~H SPECIFICATIONS
O. RETI~ST
ALPHA TESTING, INC.
Geotechnical Engineedng · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 08/05/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-57
TEST DATA:
TEST ~. ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSrT~ COMPACTION COMMENT*
% PCF % PCF
1049 08/05/00 FG-1.5 3 21.6 98.8 23.4 95 96 1-A
1050 08/05/00 FG-1.8 3 21.6 98.8 24.0 96 97 1 -A
1051 08/05/00 FG-I.1 3 21.6 98.8 23.7 97 98 1-A
1052 08/05/00 FG-I.5 3 21.6 98.8 24,4 96 97 1-A
1053 08/05/00 FG-1.6 4 20.1 101.9 23.7 100 99 1 -A
1054 08/05/00 FG-1.3 4 20.1 101.9 20.4 101 99 1-A
1055 08/05/00 FG-1.4 4 20.1 101.9 21.0 100 98 1-A
TEST LOCATION:
1049 BLOCK B, PAD #39
1050 BLOCK B, PAD #38,
1051 BLOCK B, PAD #37
1052 BLOCK B, PAD #36
1053 BLOCK B, PAD #35
1054 BLOCK B, PAD #34
1055 BLOCK B, PAD #33
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
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENTTREATED D RETEST
ALPHA q~ESTING, INC.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting