Townhouses-LR000729ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
Dollo~, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/29/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-46B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH ~'~ NUMBER ~E DRYDENb-'FrY MOIS'TURE DRYDENsn~ COU~AC'nON COMMENT*
% PCF % PCF
783 07/29/00 FG-4.0 2 19°0 100.4 22.0 97 96 1-A
784 07/29/00 FG-4.1 2 19.0 100.4 20.4 101 101 1 -A
785 07/29/00 FG-3.8 2 19.0 100.4 20.0 100 99 1-A
786 07/29/00 FG-3.9 2 19.0 100.4 20.6 100 100 1-A
787 07/29/00 FG-4..1 2 19.0 100.4 20.0 99 99 1-A
788 07/29/00 FG-3.4 2 19.0 100.4 19.4 102 101 1-A
789 07/29/00 FG-3.5 2 19.0 100.4 20.1 99 99 1 -A
TEST LOCATION:
783 BLOCK A, PAD #36
784 BLOCK A, PAD ~L'35
785 BLOCK A, PAD ft.34
786 BI'OCK A, PAD #33
787 BLOCK A, PAD #32
788 BLOCK A, PAD #31
789 BLOCK A, PAD #~29
CC: STEVE TOPLETZ, ANDANTE
1. FILL * A. IN PLACE PERCENT MO~STUR1= AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA rESTiNG, iNC.
220~ Wisconsin St., Suite 100
Do#os, Texas 76229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-80__23
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/29/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-46A
TEST DATA:
TEST ___~_., ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN I~ACE PERCENT
NO. DATE NUMBER MO~URE DRY OENS~ Mo~rURE DRY DENS~Y CC~PACT~3N COMMENT*
% PCF % PCF
776 07/29/00 FG-4.6 2 19.0 100.4 19.0 102 102 1-A
777 07/29/00 FG-3.9 2 19.0 100.4 20.5 101 101 1-A
778 07/29/00 FG-3.2 2 19.0 100.4 21.2 99 99 1 -A
779 07/29/00 FG-4.0 2 19.0 100.4 19.7 101 100 I~A
780 07/29/00 FG-3.5 2 19.0 100.4 20.1 103 102 1-A
781 07/29/00 FG-3.3 2 19.0 100.4 19.0 102 101 1-A
782 07/29/00 FG-3.6 2 19.0 100.4 21.3 98 98 1-A
I I.-.~ I LUU~ I I~.Jl~l;
776 BLOCK A, PAD #32
777 BLOCK A, PAD #31
778 BLOCK A, PAD #30
779 BLOCK A, PAD #29
780 BLOCK A, PAD #39
781 BLOCK A, PAD ~k38
782 )LOCK A, PAD #37
CC: STEVE TOPLETZ, ANDANTE
1. FiLL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION CO~IPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPEC~FICA'FION$
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH S~ECIFICATIONS
D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING,. INC.
2209 Wisconsin St., Suite 100
Da#os, Texas 76229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8~_-3
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/29/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.
00430~,6
TEST DATA:
TEST ___~._.. ELEV.! SOIL ID OPTIMUM MAXJNI[JM LAB IN PLACE IN Pt,ACE PERCENT
NO. DATE NUMBER MOISI~RE DRY DENSITY MOISTURE DRY CENsn~ COMP^C13ON COMMENT*
% PCF % PCF
769 07/29/00 FG-4.0 2 19.0 100.4 21.6 101 100 1-A
770 07/29/00 FG-3.8 2 19.0 100.4 21.9 101 101 1-A
771 07/29/00 FG~.I 2 19.0 100.4 19.3 102 101 1-A
772 07/29/00 FG-4.5 2 19.0 100.4 20.0 101 101 1-A
773 07/29/00 FG-4.6 2 19.0 100.4 21.5 97 96 1-A
774 07/29/00 FG-4.3 2 19.0 100.4 20.0 100 100 1-A
775 07/29/00 FG-4.4 2 19.0 100.4 20.2 97 97 1-A
769 BLOCK A, PAD #39
770 BLOCK A, PAD #38
771 BLOCK A, PAD #37
772 BLOCK A, PAD #36
773 BLOCK A, PAD #35
774 BLOCK A, PAD #34
775 3LOCK A, PAD #33
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREA~D
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting