Townhouses-LR000727ALPHA 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
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/27/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.
00430-43B
)ATA:
TEST ___~_.. ELEV. SOIL ID OFnMUM MAXIMUM LAB IN Pt. AC~ IN PLACE pERCeNT
NO. DATEDEPIH~ NUMBER MCIs'nJR£ C~Y CENSFi'~ [~,CX~'fURE DRY D~NSm~ CO~PACTION COMMENT*
720 07/27/00 FG-3.6 2 19.0 100.4 20.9 99 98 1-A
721 07/27/00 FG-3.1 2 19.0 100.4 21.9 97 97 1-A
722 07/27/00 FG-3,7 2 19.0 100.4 22.0 99 99 1-A
723 07/27/00 FG-3.8 2 19.0 100.4 23.1 99 99 1-A
724 07/27/00 FG-3.9 2 19.0 100.4 22.9 100 1 O0 1 -A
725 07/27/00 FG-4.2 2 19.0 100.4 22.1 100 100 1-A
726 07/27/00 FG-4..3 2 19.0 100.4 22.5 99 99 1-A
TEST LU<.;P~ I
720 BLOCK B, PAD
721 BLOCK B, PAD #10
722 BLOCK B, PAD #11
723 BLOCK B, PAD #12
724 BLOCK B, PAD #13
725 BLOCK B, PAD #14
726 BLOCK B, PAD #15
CC: STEVE TOPLETZ, ANDANTE
1. FILL * A. IN PLACE PERCENT MOiSIURE AND PERCENT COMPACTION COMPLY Wl'~l SPECIFICATIONS
2. NA'I'URAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICAllONS
ALPHA TESTING:INC.
Geotechnicel Engineering · Construction Materials Testing · Environmental Engineering · Consutting ~
ALPHA TESTING, INC.
22(~ ~onsin St., Suite 100
Dallos, 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 07/27/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-43A
TEST DATA:
TEST ___~._.. ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PF_RCENT
NO. DATE NUMBER MOISTURE DRY OEN~TY MOIS~JRE DRY DRN~TY CO~Ofl COMMENT*
% PGF % PC"=
713 07/27/00 FG-4.5 2 19.0 100.4 21.8 99 98 1 -A
714 07/27/00 FG-4.1 2 19.0 100.4 22.6 98 97 1-A
715 07/27/00 FG-4.1 2 19.0 100.4 22.5 99 99 1-A
716 07/27/00 FG-3.0 2 19.0 100.4 22.0 99 99 1-A
'717 07/27/00 FG-3.8 2 19.0 100.4 21.0 100 99 1-A
718 07/27/00 FG-2.8 2 19.0 100.4 20.9 99 99 1 -A
719 07/27/00 FG-3.1 2 19.0 100.4 19.5 101 100 1-A
713 BLOCKA, PAD#64
714 BLOCKA, PAD~5
715 BLOCKB, PAD#3
716 BLOCK B, PAD #4
717 BLOCKB, PAD~5
718 BLOCK B, PAD ~6
719 BLOCK B, PAD#7
CC: STEVE TOPLETZ, ANDANTE
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin a"'t., Suite 100
Dallos, Texas 75229
972/620-891 ! - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/27/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-43
TEST DATA:
TEST ~ ELEV, SOIL ID O(;~MUM MAXIMUM I. AB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH-~ NUMBER MOISTURE DRY DENSII~ MOISTURE DRY DENSI~f COMPACTION COMMENT*
% ~ % PCF
706 07/27/00 FG-3.8 2 19.0 100.4 20.5 100 100 1-A
707 07/27/00 FG-3.7 2 19.0 100.4 21.3 99 99 1-A
708 07/27/00 FG-3.7 2 19.0 100.4 21.3 100 99 1-A
709 07/27/00 FG-3.2 2 19.0 100.4 20.9 99 98 1-A
710 07/27/00 FG-3.8 2 19.0 100.4 23.5 97 96 1-A
711 07/27/00 FG-3.7 2 19.0 100.4 20.9 98 98 1-A
712 07/27/00 FG-3.6 2 19.0 100.4 21.3 100 99 1-A
TEST LOCATION:
706 BLOCK A, PAD ~
707 BLOCK A, PAD #57
708 BLOCK A, PAD #58
709 BLOCK A, PAD #59
710 BLOCKA, PAD#61
711 BLOCK A, PAD #62
712 BLOCKA, PAD#63
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREA~=D
* A. IN PLACE PERCENT MOISTURE ANO ~ COMPACTION COMPLYWITH S~;~ClFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WiTH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMI=I.Y WITH SPECIFICATIONS
D. RETEST
AL~HATESTING, INC.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/6208911 - 972/263-4937 (Metro)
tAX: 972/406-8023
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/27/00
OUR REPORT NO. 00430-42B
TEST ~. SOIL ID Ore, MUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
699 07/27/00 FG-2.3 2 19.0 100.4 21.4 100 100 1-A
700 07/27/00 FG-2.6 2 19.0 100.4 21.8 100 100 1-A
701 07/27/00 FG-3.1 2 19.0 100.4 20.9 100 100 1-A
702 07/27100 FG-3.2 2 19.0 100.4 21.8 98 98 1-A
703 07/27/00 FG-3.5 2 19.0 100.4 22.7 98 98 1-A
704 07/27/00 FG-3.2 2 19.0 100.4 21.7 97 97 I-A
705 07/27/00 FG-3.6 2 19.0 100.4 21.0 97 97 1-A
TEST LOCATION:
699 BLOCK A, PAD #18
700 BLOCKA, PAD#19
701 BLOCK A, PAD ~20
702 3LOCK A, PAD #21
703 BLOCK B, PAD ~
704 3LOCK B, PAD ~8
705 BLOCK B, PAD #7
CC: STEVE TOPLETZ, ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY W(TH 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. C~MENTTREATED D. RETEST
ALPH/~TC~o-q-ING, I1~.;. ~ -
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTIN( , INC.
2209 Wisconsin St., Suite 100
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 07/27100
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.
00430~,2A
TEST DATA:
TEST ___'~'~_.. ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSrTY COMPACTION COMMENT*
692 07/27/00 FG-3.0 2 19.0 100.4. 20.7 99 98 1-A
693 07/27/00 FG-3.0 2 19.0 100.4 22.5 97 97 1-A
694 07/27/00 FG-3.0 2 19.0 100.4 22.9 99 98 1-A
695 07/27/00 FG-3.1 2 19.0 100.4 22.3 99 98 1-A
696 07/27/00 FG-3.2 2 19.0 100.4 23.2 98 98 I-A
697 07/27/00 FG-2.3 2 19.0 100.4 21.5 101 101 1-A
698 07/27/00 FG-2.3 2 19.0 100.4 22.7 99 98 1-A
~75 I LUt....~ I IUI~I;
692 E~LOCKA, PAD#10
693 BLOCK A, PAD #11
694 BLOCKA, PAD#12
695 BLOCK A, PAD #13
696 BLOCKA, PAD#14
697 BLOCKA, PAD#16
698 BLOCK A, PAD #17
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREA?ED
* A. IN PLACE PERCENT MOISTURE AND pERCENT COMPACTION COMPLYWITH SPECIFICATIONS
B. pERCENT COMPACTION DOES NOT COMPLY VVITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH S~EClFICATIONS
D. RETEST
ALPHA TESTING, INC.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consuiting ~
ALPHA TESTING, INC.
2209 Wiscorkein ,,~t., Suite 100
Da#os, 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 07/27~0
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-42
TEST DATA:
TEST ___~._.. ELEV, SOIL ID O~'~MUM MAXIMUM LAB IN PLACE tN PLACE PERCENT
NO. DATE NUMBER MOISTURE DRY DEN~I'Y MOISTURE DRy OENSn'Y COMP~ COMMENT*
685 07/27/00 FG-4.4 2 19.0 100.4 21.3 101 100 1-A
686 07/27/00 FG-3.6 2 19.0 100.4 20.6 100 100 1-A
687 07/27/00 FG-4.1 2 19.0 100.4 22.7 97 96 1-A
688 07/27/00 FG-3.1 2 19.0 100.4 21.8 99 99 1-A
689 07/27/00 FG-3.8 2 19.0 100.4 21.7 100 99 1-A
690 07/27/00 FG-3.4 2 19.0 100.4 22.4 98 97 1-A
691 07/27/00 FG-3.1 2 19.0 100.4 21.9 99 99 1-A
T~ I LUIJ,~I IUPl;
685 BLOCK A, PAD ~
686 BLOCK A, PAD #:3
687 BLOCK A, PAD #4
688 BLOCK A, PAD #5
689 BLOCK A, PAD fl~
690 BLOCK A, PAD #7
691 BLOCK A, PAD #9
CC: STEVE TOPLETZ, ANDANTE
* A. IN PLACE PERCF_NT MOISTURE AND PERCENT COMPACTION COMPLY Wn'H SPECIFICATIONS
1. FILL
2. NATURAL SUBGRADE B, PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DO~S NOT COMPLY WiTH SPECIFICATIO~IS
4, CEMENT TREATED D. RETEST
Geotechnical Engineering · Construction Matedals Testing · Environmentel Engineering · Consulting