Forest Cove 2-LR 980613ALPHA 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 PACIFIC UNITED DEV. CORP. DATE 6/13/98
C/O ROBERT POPE & ASSOC.
PIANO, TEXAS
PROJECT FOREST COVE ESTATES OUR REPORT NO. 98018-75
PHASE 1 & 2
COPPELL, TEXAS
TEST )ATA:
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
491 6/13/98 FG-1.7 1 17.2 107.4 20.4 103 96 1-A
492 6/13/98 FG-1.0 1 17.2 107.4 18.5 105 97 1-A
493 6/13/98 FG-1.5 1 17.2 107.4 18.5 104 96 1-A
494 6/13/98 FG-1.7 1 17.2 107.4 18.5 105 97 1 -A
495 6/13/98 FG-1.5 1 17.2 107.4 18.8 104 97 1-A
496 6/13/98 FG-1.8 I 17.2 107.4 19.5 103 96 1-A
497 6/13~98 FG-0.7 1 17.2 107.4 17.9 103 96 1-A
TEST LOCATION:
491 BLOCK"A" PAD #33 PHASE II
492 BLOCK "A" PAD #34 PHASE II
493 BLOCK "A" PAD #-35 PHASE II
494 BLOCK "A" PAD #36 PHASE II
495 BLOCK "A" PAD #37 PHASE II
496 BLOCK"A" PAD #38 PHASE II
497 BLOCK"A" PAD #12 PHASE II
I FILL
2 NATURAL SUSGRADE
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 · 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
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR
PACIFIC UNITED DEV. CORP.
C/O ROBERT POPE & ASSOC.
PIANO, TEXAS
DATE 6/13/98
PROJECT
FOREST COVE ESTATES
PHASE 1 & 2
COPPELL, TEXAS
OUR REPORT NO.
98018-75A
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
i
498 6/13/98 FG-0.5 1 17.2 107.4 18.2 106 99 1 -A
499 6/13~98 FG-0.6 I 17.2 107.4 20.7 105 97 1-A
500 6/13/98 FG-0.6 I 17.2 107.4 17.5 106 99 1-A
501 6/13/98 FG-0.5 I 17.2 107.4 18.6 105 97 1-A
502 6/13~98 FG-0.5 1 17.2 107.4 18.4 105 97 1 -A
TEST LOCATION:
498 BLOCK"A" PAD#13 PHASE II
499 BLOCK"A" PAD #21 PHASE II
500 BLOCK"A" PAD #22 PHASE II
501 BLOCK"A" PAD #23 PHASE II
502 BLOCK"A" PAD #28 PHASE II
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS ..
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPEC'FICATIONS Resp/~y Submitt~//
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering ·-~onsultlng