Forest Cove 2-LR 980618 (2)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 6/18/98
C/O ROBERT POPE & ASSOC.
PLANO, TEXAS
PROJECT FOREST COVE ESTATES OUR REPORT NO. 98018-76A
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
503 6/18/98 FG-0.5 I 17.2 107.4 17.3 103 96 1 -A
504 6/18/98 FG-0.7 I 17.2 107.4 17.3 106 99 1 -A
505 6/18/98 FG-I.0 1 17.2 107.4 17.9 105 98 1-A
506 6/18/98 FG-0.8 I 17.2 107.4 18.7 103 96 1-A
507 6/18~98 FG-0.9 I 17.2 107.4 17.5 105 98 1-A
508 6/18~98 FG-1.9 1 17.2 107.4 17.3 106 98 1-A
509 6/18~98 FG- 1.6 1 17.2 107.4 18.7 103 96 1 -A
TEST LOCATION:
503 BLOCK"A" PAD #35 PHASE II
504 BLOCK "A" PAD ~Y36 PHASE II
505 BLOCK"A" PAD ~37 PHASE II
506 BLOCK "A" PAD #38 PHASE II
507 BLOCK"A" PAD #39 PHASE II
508 BLOCK"B" PAD #1 PHASE II
509 BLOCK"B" PAD #2 PHASE II
~A.IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
1 FILL
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
Geotechnical Engineering · ConslTucfion Moteriots Testing · Envfronmentol Engineeri~~
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 6/18/98
C/O ROBERT POPE & ASSOC.
PIANO, TEXAS
PROJECT FOREST COVE ESTATES OUR REPORT NO. 98018-76B
PHASE I & 2
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
510 6/18~98 FG-1.2 I 17.2 107.4 17.8 105 98 1-A
511 6/18/98 SG 1 17.2 107.4 18.2 103 96 2-A
512 6/18/98 SG I 17.2 107.4 17.6 104 97 2-A
513 6/18/98 SC, I 17.2 107.4 17.7 105 98 2-A
TEST LOCATION:
510 BLOCK"B" PAD #3 PHASE II
511 BLOCK "B" PAD #7 PHASE II
512 BLOCK"B" PAD #9 PHASE II
513 BLOCK"B" PAD#11 PHASE II
FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES N. OT COMPLY With SPECIFICATIONS
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLYWITH SPECIFICATIONS f
4. CEMENT TREATED D RETEST ~//~.
Geotechnicol Engineering · Construction Materials Testing · Environmental Engineering · Consutllr~g .