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Townhouses-LR000731ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-L~__23 TESTED FOR LEMP DEVELOPMENT DALLAS, TEXAS REPORT OF FIELD COMPACTION TESTS DATE 07/31/00 PROJECT coPPELL TOWNHOMES COPPELL, TEXAS OUR REPORT NO. 00430~,8B TEST DATA: TEST ___~_.. ELEV. SOIL ID OPT~UM MAXJMUI~I LAB IN Pt. ACE IN PLACE PERCENT NO. DATE NUMBER MOiStURE DRY CENS~TY MOISTURE DRY I:~NSr/V COM~AClX~ COMMENT* ~ PCF % PCF 825 07/31/00 FG-3.1 2 19.0 100.4 21.1 98 97 1-A 826 07/31/00 FG-3.6 2 19.0 100.4 19.6 100 100 1-A 827 07/31/00 FG-3.3 2 19.0 100.4 19.9 100 100 1-A 828 07/31/00 FG-2.5 2 19.0 100.4 21.6 98 97 1-A 829 07/31/00 FG-2.6 2 19.0 100.4 24.0 95 95 1-A 830 07/31/00 FG-2.5 2 19.0 100.4 22.7 97 97 1-A 831 07/31/00 FG-3.1 2 19.0 100.4 21.2 98 98 1-A ;ATION: 825 ~BLOCK A, PAD ~65 826 BLOCK B, PAD #3 827 BLOCK B, PAD #5 828 BLOCK B, PAD ~26 829 BLOCK B, PAD #27 830 3LOCK B, PAD #28 831 BLOCK B, PAD #32 CC: STEVE TOPLETZ, ANDANTE * A. IN Pf~ACE PERCENT MOISllJRE AND PC=RCENT CONIPACTION COMPLY ~ SPECIFICATIONS B. PERCENT COMPACTION OO~S NOT CONIF%Y WI~H S~ClFICA~ONS C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D, RETEST Geotechnical Engineering · Construction Matedals 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 TESTED FOR LEMP DEVELOPMENT DALLAS, TEXAS REPORT OF FIELD COMPACTION TESTS DATE 07/31~0 PROJECT COPPELL TOWNHOMES COPPELL, TEXAS OUR REPORT NO. 00430~,8A TEST DATA: TEST __.~._.. ELEV. SOIL ID o~nMua MAXIMUM LAB IN Pr. ACE IN pLACE PERCENT NO. DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY CENS~Y CO~PACT~N COMMENT* *& PCF % PCF 818 07/31/00 FG-3.3 2 19.0 100.4 21.3 99 98 I-A 819 07/31/00 FG-3.2 2 19.0 100.4 19.7 101 101 1-A 820 07131/00 FG-3.2 2 19.0 100.4 19.5 100 100 1-A 821 07/31/00 FG-3~3 2 19.0 100.4 21.6 97 96 1-A 822 07/31/00 FG-3.2 2 19.0 100.4 20.3 98 98 1-A 823 07/31/00 FG-3.1 2 19.0 100.4 21.6 97 97 I-A 824 07/31/00 FG-4.0 2 19.0 100.4 20.8 98 98 1-A ION' 818 BLOCKA, PAD#56 819 BLOCKA, PAD#57 820 BLOCK A, PAD #58 821 BI~OCKA, PAD#61 822 BLOCK A, PAD #62 823 BLOCK A, PAD ~3 824 BLOCK A, PAD CC: STEVE TOPLETZ, ANDANTE 1. FILL 2. NATURAL SUBGRADE 3. LIM~ STABILIZED 4. C~MENT TREATED * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPAC33ON COMPLY WITH SPECIFICATIONS ALPI4A-TESTING71NC. ~' Geotechnical Engineering · 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 TESTED FOR LEMP DEVELOPMENT DALLAS, TEXAS REPORT OF FIELD COMPACTION TESTS DATE 07/31/00 PROJECT COPPELL TOWNHOMES COPPELL, TEXAS OUR REPORT NO. 00430-48 TEST DATA: TEST ~ ELEV. SOIL ID OP~4UM MAXIMUM LAB IN PLACE IN PLACE P~RCENT NO. DATEDEPT~ NUMBER MOISllJI~E D~YDENStTY MO~TUI~E DRYDEN~ITY CO~aP~CT1ON COMMENT* % PCF % PCF 811 07/31/00 FG-3.4 2 19.0 100.4 23.6 97 96 1 -A 812 07/31/00 FG-2.6 2 19.0 100.4 20.3 98 97 1-A 813 07/31/00 FG-3.1 2 19.0 100.4 20.7 99 98 1-A 814 07/31/00 FG-2.1 2 19.0 100.4 22.3 98 98 1-A 815 07/31/00 FG-2.8 2 19.0 100.4 21.1 99 98 1-A 816 07/31/00 FG-2.4 2 19.0 100.4 21.7 98 98 1-A 817 07/31/00 FG-2.1 2 19.0 100.4 21.2 100 100 1-A TEST LOCATION: 811 BLOCK A, PaD #2 812 BLOCKA, PAD#3 813 BLOCKA, PAD~4 814 BLOCKA, PAD~5 815 BLOCK A, PAD #6 816 BLOCKA, PAD#7 817 BLOCKA, 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 Wi3~I SPeciFICATIONS B. PERCENT COMPACTION DOES NOT COMPLY Will SPECIFICA31ONS C. PERCENT IN PLACE MOISTURE DO~S NOT COMPLY WITH SPECIFICATIONS I:).RETEST ALP Gectechnical Engineering · Construction Materiels 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 TESTED FOR LEMP DEVELOPMENT DALLAS, TEXAS REPORT OF FIELD COMPACTION TESTS DATE 07/31~0 PROJECT COPPELL TOWNHOMES COPPELL, TEXAS OUR REPORTNO. 00430-47B TEST DATA: TEST ~ ELEV. SOIL ID OP3~MUM MAXIMUM LAB IN PLACE IN Pf~ACE PERCENT NO. DATEDEPTH~ NUMBER MOISTURE DRY DF_NS~Y ~E DRY DENS~Y COMP^C~ON COMMENT* % PCF % PCF 804 07/31/00 FG-3.4 2 19.0 100.4 20.2 100 100 1-A 805 07/31/00 FG-3.3 2 19.0 100.4 22.1 97 96 1-A 806 07/31/00 FG-3.6 2 19.0 100.4 20.3 100 99 1-A 807 07/31/00 FG-3.5 2 19.0 100.4 19.4 100 99 1-A 808 07/31/00 FG-3.1 2 19.0 100.4 19.8 98 98 1-A 809 07/31/00 FG-2.8 2 19.0 100.4 19.9 98 97 1-A 810 07/31/00 FG-3.0 2 19.0 100.4 22.0 98 97 1-A TEST LOCATION: 804 BLOCK B, PAD #33 805 BLOCK B, PAD ~34 806 BLOCK B, PAD #35 807 BLOCK B, PAD #36 808 BLOCK B, PAD #37 809 BLOCK B, PAD #38 810 BLOCKB, PAD#39 CC: STEVE TOPLETZ, ANDANTE 1. FILL 2. NATURAL SUBGRADE 3 LIME STABILIZED 4. CEMENT TREATED A. IN PLAICE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPEClFICA~ONS B. PERCENT COMPACllON DOES NOT COMPLY WITH SPECIRCA31ONS ALPHA TESTING, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineedng · Consulting ALPHA TESTING, INC. 2209 Wisconsin St., Suite l~)~llos, 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 07/31/00 PROJECT COPPELL TOWNHOMES COPPELL, TEXAS OUR REPORT NO. 00430.-47A 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* 797 07/31/00 FG-3.5 2 19.0 100.4 20.1 101 100 1-A 798 07/31/00 FG-3.6 2 19.0 100.4 19.8 100 99 I-A 799 07/31/00 FG-3.5 2 19.0 100.4 20.2 99 98 1-A 800 07131/00 FG-3.0 2 19.0 100.4 20.7 100 100 1-A 801 07/31/00 FG-2.7 2 19.0 100.4 20.6 100 99 1-A 802 07/31/00 FG-2.9 2 19.0 100.4 19.3 98 98 1-A 803 07/31/00 FG-3.6 2 19.0 100.4 21.4 100 99 1-A TEST LOCATION: 797 BLOCK B, PAD ~26 798 BLOCK B, PAD #27 799 BLOCK B, PAD #28 800 BLOCK B, PAD #29 801 BLOCK B, PAD #30 802 BLOCK B, PAD #31 803 BLOCK B, PAD f~32 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 SPECIF!CATIONS A LPI.~"r'ESTING, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ALPHA TESTINg, INC. 2209 Wisconsin St., Suite I00 Dallas, Tex~ 7~229 972/620-8911 - 972/263-4937 (Metro) lAX: 972/406-8023 TESTED FOR LEMP DEVELOPMENT DALLAS, TEXAS REPORT OF FIELD COMPACTION TESTS DATE 07/31/00 PROJECT COPPELL TOWNHOMES COPPELL, TEXAS OUR REPORT NO. 00430-47 TEST DATA: TEST ___~_.. ELEV. SOIL ID O{~TIMUM MAXIMUM LA~ IN PLACE IN PLACE PERCENT NO. DATE NUMBER ~RE D~Y D~NS~'FY MOi~'TURE ~Y ~N~ COMPA~ COMMENT* 790 07Gl/00 ' FG-3.0 2 19.0 100.4 21.7 99 99 1-A 791 07~1/00 FG-3.1 2 19.0 100.4 19.8 101 100 1-A 792 07~1/00 FG-3.0 2 19.0 100.4 20.4 101 100 1-A 793 07G1/00 FG-3.8 2 19.0 100.4 21.3 99 99 I-A 794 07/31/00 FG-3.1 2 19.0 100.4 21.6 98 98 1-A 795 07/31/00 FG-3.0 2 19.0 100.4 21.0 98 97 1-A 796 07Gl/00 FG-3.6 2 19.0 100.4 20.5 101 100 1-A ON: 790 BLOCK B, PAD #26 791 BLOCK B, PAD #27 792 BLOCK B, PAD fir28 793 BLOCK B, PAD #16 794 BLOCK B, PAD ~9 795 BLOCK B, PAD #2 796 BLOCK A, PAD CC: STEVE TOPLETZ, ANDANTE 1. FILL 2. NATURAL SUBGRADE 3. LIME STABILIZED 4. CEMENT 31~EATED * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION CO~I:~Y WiTH SPECIFICATIONS Res ALPHA TESTING, INC. Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting