Townhouses-LR000804ALPHA 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 08/04/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-54C
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH-'"~,,, NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
993 08/04/00 FG-1.0 3 21.6 98.8 24.4 96 97 1-A
994 08/04/00 FG-1.3 3 21.6 98.8 23.7 97 98 1-A
995 08/04/00 FG-I.3 3 21.6 98.8 24.0 96 97 1-A
996 08/04/00 FG-1.6 3 21.6 98.8 22.8 98 99 1 -A
997 08/04/00 FG-1.7 3 21.6 98.8 24.3 97 98 1-A
998 08/04/00 FG-1.2 3 21.6 98.8 23.8 97 98 1-A
999 08/04/00 FG-1.6 3 21.6 98.8 23.1 98 99 1-A
TEST LOCATION:
993 BLOCK B, PAD #4
994 BLOCK B, PAD #5
995 BLOCK B, PAD ~6
996 BLOCK B, PAD#7
997 BLOCK B, PAD #8
998 BLOCK B, PAD #8
999 BLOCK B, PAD #9
CC: STEVE TOPLETZ, ANDANTE
1 FILL
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
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Co~)Vulti~g /
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 08/04/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-54B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DEN$1T~ MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % ' PCF
986 08/04/00 FG-0.7 4 20.1 101.9 20.9 102 100 1-A
987 08/04/00 FG-0.8 4 20.1 101.9 20.5 99 98 1-A
988 08/04/00 FG-0.3 4 20.1 101.9 21.1 101 99 1-A
989 08/04/00 FG-0.7 4 20.1 101.9 20.8 101 99 1-A
990 08/04/00 FG-0.6 4 20.1 101.9 20.3 102 100 1-A
991 08/04/00 FG-1.0 4 20.1 101.9 21.4 103 101 1-A
992 08/04/00 FG-0.5 4 20.1 101.9 21.5 101 100 1 -A
TEST LOCATION:
986 BLOCKA, PAD #59
987 BLOCKA, PAD #61
988 BLOCKA, PAD #61
989 BLOCKA, PAD
990 BLOCKA, PAD ~63
991 BLOCKA, PAD #64
992 BLOCK A, PAD
CC: STEVETOPLETZ, ANDANTE /~ ///~ // ~
FILL A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURALSUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIEiCATiONS
3 LIME STABILIZED C.PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED O RETEST.
Geotechnical Engineering · Construction Matedals Testing · Environmental Engineering · Congultir~g '
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
tAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 08/04/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-54A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH'~ NUMBER MOISTURE DRYDENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
979 08/04/00 FG-I.1 4 20.1 101.9 21.1 101 99 1-A
980 08/04/00 FG-0.6 4 20.1 101.9 20.9 101 99 1 -A
981 08/04/00 FG-0.3 4 20.1 101.9 20.2 101 99 1-A
982 08/04/00 FG-0.4 4 20.1 101.9 21.0 101 99 I-A
983 08/04/00 FG-1.0 4 20.1 101.9 20.1 104 102 I~A
984 08/04/00 FG-1.6 4 20.1 101.9 22.3 99 97 1-A
985 08/04/00 FG-I.1 4 20.1 101.9 21.0 103 101 1-A
TEST LOCATION:
979 BLOCK A, PAD ~65
980 BLOCK A, PAD ~65
981 BLOCKA, PAD #56
982 BLOCKA, PAD #55
983 BLOCK B, PAD #2
984 BLOCK B, PAD #3
985 BLOCK B, PAD #3
CC: STEVE TOPLETZ, ANDANTE
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering
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 08/04/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-54
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF 96 PCF
972 08/04/00 FG-2.0 3 21.6 98.8 22.7 98 99 1 -A
973 08/04/00 FG-1.5 3 21.6 98.8 22.8 100 101 1 -A
974 08/04/00 FG-1.0 3 21.6 98.8 22.2 99 101 1 -A
975 08/04/00 FG-0.9 3 21.6 98.8 23.1 98 99 1 -A
976 08/04/00 FG-0:8 3 21.6 98.8 24.5 96 97 1 -A
977 08/04/00 FG-0.7 3 21.6 98.8 22.9 99 100 1 -A
978 08/04/00 FG-0.7 3 21.6 98.8 22.7 100 101 1 -A
TEST LOCATION:
972 CLUBHOUSE AREA
973 CLUBHOUSE AREA
974 CLUBHOUSE AREA
975 BLOCK A, PAD #55
976 BLOCKA, PAD #56
977 BLOCKA, PAD #57
978 BLOCKA, PAD #58
CC: STEVE TOPLETZ, ANDANTE
/
FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY Wife SPECIFICATIONS
CEMENT TREATED D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consultin(