Forest Cove 2-LR 980622ALPHA 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 6/22/98
C/O ROBERT POPE & ASSOC.
PLANO, TEXAS
PROJECT FOREST COVE ESTATES OUR REPORT NO. 98018-77A
PHASE 1 & 2
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. i SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~,~1 NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
521 6/22J98 FG I 17.2 107.4 17.8 106 98 1-A
522 6/22/98 FG I 17.2 107.4 17.7 107 99 1-A
523 6/22/98 FG 1 17.2 107.4 17.3 105 97 1-A
524 6/22/98 FG 1 17.2 107.4 17.3 106 99 1-A
525 6/22/98 FG 1 17.2 107.4 17.7 104 97 1-A
526 6/22/98 FG 1 17.2 107.4 17.2 103 96 1-A
527 6/22/98 FG I 17.2 107.4 18.2 106 98 1-A
TEST LOCATION:
521 BLOCK "A" PAD #10 PHASE II
522 BLOCK"A" PAD #12 PHASE II
523 'BLOCK"A" PAD #13 PHASE II
524 BLOCK"A" PAD #14 PHASE II
525 BLOCK"A" PAD#15 PHASE II
526 BLOCK"A" PAD #16 PHASE II
527 BLOCK"A" PAD #18 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 SPECIFICATIONS
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D RETEST / ~'/~
Geotechnical Engineedng · Construction Materials Testing · Environmental Engi~ ~&~ ~
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. DATE 6/22/98
C/O ROBERT POPE & ASSOC.
PLANO, TEXAS
PROJECT FOREST COVE ESTATES OUR REPORT NO. 98018-77
PHASE 1 & 2
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
514 6/22/98 FG-0.7 1 17.2 107.4 18.0 105 98 1-A
515 6/22/98 FG-0.5 I 17.2 107.4 17.4 106 99 1-A
516 6/22/98 FG-0.8 I 17.2 107.4 17.5 103 96 1-A
517 6/22/98 FG-0.9 1 17.2 107.4 18.1 103 96 1-A
518 6/22/98 FG-0.9 1 17.2 107.4 17.7 106 98 1-A
519 6/22/98 FG-O.6 1 17.2 107.4 17.8 106 99 1-A
520 6/22/98 FG 1 17.2 107.4 18.2 106 99 1-A
TEST LOCATION:
514 BLOCK"A" PAD #33 PHASE II
515 BLOCK"A" PAD#37 PHASE II
516 BLOCK"A" PAD #38 PHASE II
517 BLOCK"A" PAD #39 PHASE II
518 BLOCK"B" PAD #1 PHASE II
519 BLOCK"B" PAD #2 PHASE II
520 BLOCK"A" PAD #8 PHASE II
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
1 FILL
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS J,.,, m, ,, A ..,r-~.-.~,,,,,-.-. ,kl~-
4 CEMENTTREATED D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Enginee#ng~