Townhouses-LR000728ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 100
Dollos, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-81323
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/28/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-45B
TEST DATA:
TEST · SOIL ID OF~IMUM MAXIMUM LAB IH PLACE IN PLACE P~RCENT
NO. DATE NUMBER MOl~rtJRE DRY DENS~rY MOISTURE DRY DENSnY COMPAC~ON COMMENT*
% PC~ % I:~CF
762 07/28/00 FG-4.9 4 20.0 101.9 20.3 103 101 1-A
763 07/28/00 FG-4.8 4 20.0 101.9 20.5 102 100 1-A
764 07/28/00 FG-5,1 4 20,0 101.9 21.6 101 99 1-A
765 07/28/00 FG-5.0 4 20.0 101.9 22,2 101 99 1-A
766 07/28/00 FG-5.1 4 20.0 101.9 22.0 102 100 I-A
767 07/28/00 FG-4.8 4 20.0 101.9 22.6 100 98 1-A
'768 07/28/00 FG-5.0 4 20.0 101.9 20.2 103 101 1-A
I I.-~ I LUI..,~ I IUIN;
762 BLOCK B, PAD #33
763 BLOCK B, PAD #34
764 =~LOCK B, PAD #35
765 BLOCK B, PAD #36
766 BLOCK B, PAD #37
767 BLOCK B, PAD #38
768 BLOCK B, PAD #39
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREA3~D
* A. IN PLACE PERCENT MOIS3URE AND PERCENT COMPACTION COMPLY WITH SPECIF~CA31ON$
B. PERCENT COMPACTION DOES NOT COMfl!.Y Wl~{ SPECIFICATIONS
ALPH/~ T,,~BTING, i1~3. -
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 70229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07~8~0
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-45A
TEST DATA:
TEST ___'~_.. ELEV. SOIL ID O~nMUM MAXIMUM LAB IN PLACE IN PLACE P~RCENT
NO. DATE NUMBER MO~'"ruRE DRY D~NSITY MOISTURE DRY DENSITY COMPAC~ON COMMENT*
% P(::F % PCF
755 07/28/00 FG-4.0 4 20.0 101.9 20.6 102 100 1-A
756 07/28/00 FG-4.1 4 20.0 101.9 20.8 101 99 1 -A
757 07/28100 FG-4.0 4 20.0 101.9 23.4 99 97 1-A
758 07/28/00 FG-4.5 4 20.0 101.9 21.8 101 99 1-A
759 07/28/00 FG-3.7 4 20.0 101.9 20.6 103 101 1.-A
760 07/28100 FG-4.9 4 20.0 101.9 21.0 102 100 1-A
761 07/28/00 FG-4.4 4 20.0 101.9 23.5 98 96 1-A
755 BLOCK B, PAD #26
756 BLOCK B, PAD f~27
757 BLOCK B, PAD #~28
758 BLOCK B, PAD #29
759 BLOCK B, PAD ~30
760 BLOCK B, PAD#31
761 BLOCK B, PAD #32
CC: STEVE TOPLETZ, ANDANTE
Geotechnical Engineedng · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 WisconSin St., Suite I00
Oollas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/28100
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-45
)ATA:
TEST ___~7~_.. ELEV. SOIL ID O~TIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE[3P_I-'I~ NUMBER MOISTUR:E DRY DENsn'Y MO~,STURE DRy DF..NStr, r co~p~ COMMENT*
% PCF % PCF
748 07/28/00 FG-2.6 I 22.5 99.5 22.8 98 99 1-A
749 07/28/00 FG-3.2 I 22.5 99.5 25.1 95 95 1-A
750 07/28/00 FG-3.3 1 22.5 99.5 23.9 97 97 1-A
751 07/28/00 FG-3.4 I 22.5 99.5 23.3 98 98 1-A
752 07/28100 FG-3.7 I 22.5 99.5 23.6 97 98 1-A
753 07/28/00 FG-3.8 1 22.5 99.5 22.9 97 98 1-A
754 07/28/00 FG-4.3 1 22.5 99.5 23.7 97 97 1 -A
TEST LrJL;A I IMm:
748 BLOCK B, PAD #10
749 3LOCK B, PAD #11
750 BLOCK B, PAD #12
751 BLOCK B, PAD #13
752 BLOCKB, PAD#14
753 BLOCK B, PAD #15
754 BLOCKB, PAD#16
CC: STEVE TOPLETZ, ANDANTE
1. FILL * A. IH PLACE PERCENT MOISllJRE AND PERCENT COMPACTION COMPLY WITH ~ECIFICATIONS
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPI~affTESTING, INC.
ALPHA TESTING, INC.
2209 Wisconsin St., Suite
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/28/O0
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-44B
TEST DATA:
TEST _ _ _~'~._.. ELEV. SOIL ID Om3MUM I~XJMUM I. AB IN I~.ACE IN PLACE PERCENT
NO. DATE NUMBER MO~SI~J~E DRY D~NSITY MOIS3~IRE DRY CENS~Y COMP~nON COMMENT*
741 07/28/00 FG-1.8 2 19.0 100.4 20.5 99 98 1-A
742 07/28/00 FG-2.1 2 19.0 100.4 19.5 100 99 1-A
743 07/28/00 FG-2.6 2 1~.0 100.4 19.3 99 98 1-A
744 07/28/00 FG-2.7 2 19.0 100.4 19.3 98 97 1-A
745 07/28/00 FG-4.5 2 19.0 100.4 21.2 99 98 1-A
746 07/28/00 FG-4.3 2 19.0 100.4 22.7 98 98 1-A
747 07/28100 FG-4.6 2 19.0 100.4 21.0 100 100 1-A
741 BLOCKA, PAD#18
742 BLOCK A, PAD #19
743 BLOCK A, PAD ~20
744 BLOCK A, PAD #21
745 BLOCK B, PAD#39
746 BLOCK B, PAD #38
747 =ILOCK B, PAD #37
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
220~ Wisconsin 5~., Su#e 100
Do#os, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX:
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/28~0
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.
00430-44A
TEST DATA:
TEST ___~._.. ELEV. SOIL ID Om'~MUU MAXIMUM LAB IN pLACE IN Pt. ACE PERCENT
NO. DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
734 07/28/00 FG-2.5 2 19.0 100.4 20.9 101 101 1-A
735 07/28/00 FG-2.5 2 19.0 100.4 20.0 . 99 99 1-A,
736 07/28/00 FG-2.5 2 19.0 100.4 20.5 99 99 1-A
737 07/28/00 FG-2.6 2 19.0 100.4 20.1 98 97 1-A
738 07/28/00 FG-2.7 2 19.0 100.4 21.4 99 98 1-A
739 07/28/00 FG-1.8 2 19.0 100.4 21.9 100 100 1-A
740 07/28/00 FG-1.8 2 19.0 100.4 21.6 101 100 1-A
I r'~ I LUU/'t I I",.~1~1,
734 BLOCK A, PAD #10
735 BLOCK A, PAD #11
736 BLOCKA, PAD#12
737 BLOCK A, PAD #13
738 BLOCKA, PAD#14
739 BLOCKA, PAD#16
740 BLOCK A, PAD #17
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SUBGRADE
3. LIME STAB~L.JZED
4. CEMENT TREATED
a A. IN PLACE PERCENT MOISPJRE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
ALPHA TESTING, IN~.~
Geotechnical Engineering · Construction Materials Tasting · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Do#os, Texos 75229
972/620-8911 - 972/26,3-4937 (Metro)
FAX; 972/406-8023
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/28/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-44
ST DATA:
TEST ___~_.. ELEV. SOIL ID O~nMUM MAXIMUM LAB IN PLACE IN PLACE P~RCF. N~
NO. DATEU~Fim~ NUMBER MOISTURE DRY DENSrTY MOtS~URE DRy [XENS~TY COMPACTION COMMENT*
% PCF 96 PCF
727 07/28/00 FG-3.9 2 19.0 100.4 20.9 100 100 1-A
728 07/28/00 FG-3.1 2 19.0 100.4 20.1 99 99 1-A
729 07/28/00 FG-3.6 2 19.0 100.4 22.0 100 99 1-A
730 07/28/00 FG-2.6 2 19.0 100.4 22.4 99 98 1-A
731 07/28/00 FG-3.3 2 19.0 100.4 21.9 97 96 1-A
732 07/28/00 FG-2.9 2 19.0 100.4 19,5 98 98 1-A
733 07/28/00 FG-2.6 2 19.0 100.4 20.7 100 99 1-A
TP-$ I L~L;A I
727 BLOCK A, PAD
728 BLOCK A, PAD #3
729 BLOCK A, PAD ~4
730 'BLOCK A, PAD #5
731 BLOCK A, PAD ~6
732 BLOCK A, PAD #7
733 BLOCK A, PAD #9
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SUBGRADE'
3. LIME STABILIZED
4. CEMENT TREATED
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFIC^T1ONS
B. PERCENT COMPACTION DOES NOT COMPLyWffH SPECIFICATIONS
C, PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
[:). RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting