Townhouses-LR000802ALPHA TESTING, INC.
2209 Wisconsin St., Suite
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 08/02/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-51B
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
888 08/02/00 FG-2.7 2 19.0 100.4 22.1 1 O0 99 1-A
889 08/02/00 FG-2.6 2 19.0 100.4 22.1 98 97 1-A
890 08/02/00 FG-3.5 2 19.0 100.4 21.2 99 99 1-A
891 08/02/00 FG-2.6 2 19.0 100.4 23.2 97 96 1-A
892 08/02/00 FG-1.9 2 19.0 100.4 22.9 99 98 1 -A
893 08/02/00 FG-2.3 2 19.0 100.4 22.1 100 99 1 -A
894 08/02/00 FG-117 2 1910 10014 2211 98 97 1-A
TEST LOCATION:
888 BLOCKA, PAD #62
889 BLOCK A, PAD ~63
890 BLOCKA, PAD #64
891 BLOCK A, PAD #65
892 BLOCK A, PAD #55
893 BLOCKA, PAD #56
894 BLOCKA, PAD #57
CC: STEVE TOPLETZ, ANDANTE
I FILL
2 NATURALSUBGRADE
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 WITH SPECIFICATIONS
D RETEST
Geotechnical Engineering · Construction Materials Testing · Envfi'onmental Engineering ·
ALPHA TESTING, INC.
2209 Wisconsin St., Suite
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 08/02/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-51A
COPPELL, TEXAS
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
881 08/02/00 FG-2.5 2 19.0 100.4 19.9 101 100 1-A
882 08/02/00 FG-2.4 2 19.0 100.4 22.1 99 98 1-A
883 08/02/00 FG-2.8 2 19.0 100.4 23.3 99 99 1 -A
884 08/02/00 FG-2.2 2 19.0 100.4 21.5 101 100 1 -A
885 08/02/00 FG-2.7 2 19.0 100.4 22.5 100 100 1-A
886 08/02/00 FG-2.7 2 19.0 100.4 21.1 100 100 1-A
887 08/02/00 FG-2.8 2 lg.0 100.4 22.2 101 100 1-A
TEST LOCATION:
881 BLOCK B, PAD#39
882 BLOCK A, PAD #55
883 BLOCK A, PAD #56
884 BLOCKA, PAD #57
885 BLOCKA, PAD #58
886 BLOCKA, PAD #59
887 BLOCKA, PAD #61
CC: STEVE TOPLETZ, ANDANTE
I PILL * 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
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4957 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 08102/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-51
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE ORY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
874 08/02/00 FG-2.6 2 19.0 100.4 21.1 100 99 1 -A
875 08/02/00 FG-2.9 2 19,0 100.4 21.3 99 99 1-A
876 08/02/00 FG-2.8 2 19.0 100,4 21.6 97 97 1-A
877 08/02/00 FG-3.1 2 19.0 100.4 21.5 97 97 1-A
878 08/02/00 FG-3.0 2 19.0 100.4 23.2 98 97 1-A
879 08/02/00 FG-2.6 2 19.0 100.4 20.2 100 1 O0 1-A
880 08/02/00 FG-2,3 2 19.0 100.4 22.0 98 97 1-A
TEST LOCATION:
874 BLOCK B, PAD #32
875 BLOCK B, PAD#33
876 BLOCK B, PAD #34
877 BLOCK B, PAD #35
878 BLOCK B, PAD #36
879 BLOCK B, PAD #37
880 BLOCK B, PAD #38
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENTTREATED
IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering
ALPHA TESTING, INC.
2209 Wisconsin St,, Suite I00
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 08/02/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-50B
COPPELL, TEXAS
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
867 08/02/00 FG-3.3 2 19.0 100.4 23.0 97 97 1-A
868 08/02/00 FG-2.0 2 19.0 100.4 22.7 99 99 1 -A
869 08/02/00 FG-2.1 2 19.0 100.4 21.2 101 100 1-A
870 08/02/00 FG-2.0 2 19.0 100.4 21.6 99 99 1-A
871 08/02/00 FG-2.5 2 19.0 100.4 21.9 96 96 1-A
872 08/02/00 FG-2.2 2 19.0 100.4 21.5 98 97 1-A
873 08/02/00 FG-2.4 2 19.0 100.4 19.5 102 102 1-A
TESTLOCATION:
867 BLOCK B, PAD #16
868 BLOCK B, PAD#26
869 BLOCK B, PAD
870 BLOCK B, PAD #28
871 BLOCK B, PAD ~29
872 BLOCK B, PAD#30
873 BLOCK B, PAD #31
CC: STEVE TOPLETZ, ANDANTE
I FILL
2. NATURALSUBGRADE
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 PERCENTINPLACEMOISTUREDOESNOTCOMPLYWITHSPECIFICATiONS
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 08/02/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-50A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~ NUMBER MOISTURE ORY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
860 08/02/00 FG-2.6 2 19.0 100.4 22.7 96 96 1-A
861 08/02/00 FG-2.1 2 19.0 100.4 21.8 98 98 1-A
862 08/02/00 FG-2.7 2 19.0 100.4 20.7 100 99 1 -A
863 08/02/00 FG-2.8 2 19.0 100.4 23.2 95 95 1-A
864 08/02/00 FG-2.9 2 19.0 100.4 19.4 101 100 1-A
865 08/02/00 FG-3.2 2 19.0 100.4 20.9 99 99 1-A
866 08/02/00 FG-3.3 2 19.0 100.4 21.3 98 98 1-A
TEST LOCATION:
860 BLOCK B, PAD #9
861 BLOCK B, PAD #10
862 BLOCK B, PAD #11
863 BLOCK B, PAD #12
864 BLOCK B, PAD #13
865 BLOCK B, PAD #14
866 BLOCK B, PAD #15
CC: STEVE TOPLETZ, ANDANTE
1 ILL A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WiTH SPECIFICATIONS ly
3 LIME STABILIZED . C. PERCENT ~N PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENTTREATED D RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineen~g ·'Cons~ltin~ /
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 08/02/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-50
COPPELL, TEXAS
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*
853 08/02/00 FG-2.5 2 19.0 100.4 20.8 100 100 1-A
854 08/02/00 FG-3.1 2 19.0 100.4 19.8 98 97 I-A
855 08/02/00 FG-2.5 2 19.0 100.4 20.1 100 100 I-A
856 08/02/00 FG-2.8 2 19.0 100.4 20.4 102 101 1 -A
857 08/02/00 FG-213 2 19.0 100.4 21.8 99 98 1-A
858 08/02/00 FG-2.6 2 19.0 100.4 21.5 99 99 1-A
859 08/02/00 FG-2.7 2 19.0 100.4 19.2 101 101 1-A
TEST LOCATION:
853 BLOCK B, PAD #2
854 BLOCK B, PAD #3
855 BLOCK B, PADf/4
856 BLOCK B, PAD #5
857 BLOCK B, PAD ~6
858 BLOCK B, PAD #7
859 BLOCK B, PAD #8
CC: STEVE TOPLETZ, ANDANTE
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. CEMENTTREATEO D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering