Townhouses-LR000801ALPHA 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 08/01/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430~9B
COPPELL, TEXAS
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 % PCF
846 08/01/00 FG-1.3 2 19.0 100.4 19.9 99 98 1-A
847 08/01/00 FG-1.6 2 19.0 100.4 20.2 101 100 1 -A
848 08/01/00 FG-2.1 2 19.0 100.4 21.6 101 100 1-A
849 08/01/00 FG-2.2 2 19.0 100.4 22.1 101 100 1-A
850 08/01/00 FG-2.7 2 19.0 100.4 22.6 100 99 1-A
851 08/01/00 FG-3.6 2 19.0 100.4 21.1 97 97 1-A
852 08/01/00 FG-3.0 2 19.0 100.4 19.1 100 100 1-A
TEST LOCATION:
846 BLOCK A, PAD #18
847 BLOCK A, PAD #19
848 BLOCK A, PAD #20
849 BLOCK A, PAD #21
850 BLOCKA, PAD #57
851 CLUBHOUSE AREA
852 CLUBHOUSE AREA
CC: STEVE TOPLETZ, ANDANTE
·
1 FILL A.IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WiTH SPECIFICATIONS
2 NATURAL SUB(gRADE B PERCENT COMPACTION DOES NOT COMPLY W~TH SPECIFICATIONS R
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4.CEMENT TREATED D RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Cons~Itin~
ALPHA TESTING, INC.
2209 Wisconsin St., Suite
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
lAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 08/01/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORTNO.
00430-49A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTHS,,,,,,, NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
839 08/01/00 FG-2.0 2 19.0 100.4 23.6 99 98 1-A
840 08/01/00 FG-2.0 2 19.0 100.4 23.8 99 99 1-A
841 08/01/00 FG-2.0 2 19.0 100.4 23.2 97 97 1-A
842 08/01/00 FG-2.1 2 19.0 100.4 22.8 97 97 1-A
843 08/01/00 FG-2.2 2 19.0 100.4 23.1 100 99 1-A
844 08/01/00 FG-1.3 2 19.0 100.4 22.6 98 98 1-A
845 08/01/00 FG-1.3 2 19.0 100.4 22.9 100 99 1-A
TEST LOCATION:
839 BLOCK A, PAD #10
840 BLOCK A, PAD #11
841 BLOCK A, PAD #12
842 BLOCK A, PAD #13
843 BLOCK A, PAD #14
844 BLOCK A, PAD #16
845 BLOCK A, PAD #17
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 SPECIFICATIONS ~r~l~
3 L~ME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENTTREATED D RETEST ALP
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 08/01/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-49
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH-~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSl3~' COMPACTION COMMENT*
I
832 08/01/00 FG-2.9 2 19.0 100.4 19.3 100 99 1-A
833 08/01/00 FG-2.1 2 19.0 100.4 21.8 97 97 1-A
834 08/01/00 FG-2.6 2 19.0 100.4 21.2 102 101 1-A
835 08/01/00 FG-1.6 2 19.0 100.4 20.6 100 100 1-A
836 08/01/00 FG-2.3 2 19.0 100.4 21.9 99 98 1-A
837 08/01/00 FG-1.9 2 19.0 100.4 20.6 101 101 1-A
838 08/01/00 FG-1.6 2 19.0 100.4 22.3 99 99 1-A
TEST LOCATION:
832 BLOCKA, PAD
833 BLOCKA, PAD #3
834 BLOCKA, PAD ~4
835 BLOCKA, PAD #5
836 BLOCKA, PAD #6
837 BLOCK A, PAD #7
838 BLOCKA, PAD #9
CC: STEVE TOPLETZ, ANDANTE
1. FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURALSUBGRAOE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS e~
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENTTREATED D RETEST P
Geotechnical Engineering · Construction Materials Tosting · Environmontal Engineering ·