Forest Cove 2-LR 980606ALPHA 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 6/6/98
C/O ROBERT POPE & ASSOC.
PIANO, TEXAS
PROJECT FOREST COVE ESTATES OUR REPORT NO. 98018-74
PHASE I & 2
COPPELL, TEXAS
TEST DATA:
TEST '~. ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~,,~ NUMBER MOISTURE DRY DENSI3~' MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
471 6/6/98 FG-1.5 2 18.5 105.6 18.6 104 99 1-A
472 6~6/98 FG-1.0 2 18.5 105.6 20.1 103 97 1-A
473 6/6/98 FG-1.1 2 18.5 105.6 18.5 105 99 1-A
474 6~6/98 FG-0.7 1 17.2 107.4 18.2 106 99 1-A
475 6/6/98 FG-0.9 1 17.2 107.4 18.2 107 99 1-A
476 6/6/98 FG-0.5 1 17.2 107.4 19.5 106 99 1-A
477 6~6/98 FG-0.7 1 17.2 107.4 19.6 107 100 1-A
TEST LOCATION:
471 BLOCK "A" PAD #13 PHASE II
472 BLOCK"A" PAD #13 PHASE II
473 BLOCK"A" PAD #14 PHASE II
474 BLOCK "A" PAD #15 PHASE II
475 BLOCK"A" PAD #16 PHASE II
476 BLOCK"A" PAD #18 PHASE II
477 BLOCK"A" PAD #20 PHASE II
1. FILL
2. NATURAL SUBGRADE
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 · Consutfing
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
I I
PACIFIC UNITED DEV. CORP.
CIO ROBERT POPE & ASSOC.
PIANO, TEXAS
DATE 6/6/98
PROJECT
FOREST COVE ESTATES
PHASE 1 & 2
COPPELL, TEXAS
OUR REPORT NO.
98018-74A
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
478 6/6/98 FG-I.2 1 17.2 107.4 19.5 106 99 1-A
479 6~6~98 FG-1.0 1 17.2 107.4 19.0 107 99 1-A
480 6/6~98 FG-2.0 1 17.2 107.4 20.8 105 98 1-A
481 6/6/98 FG-1.0 I 17.2 107.4 19.4 106 99 1-A
482 6/6/98 FG-I. 5 1 17.2 107.4 20.0 105 98 1 -A
483 6/6/98 FG-1.0 1 17.2 107.4 19.0 107 100 1 -A
484 6/6/98 FG-1.0 2 18.5 105.6 20.7 104 98 1 -A
TEST LOCATION:
478 BLOCK"A" PAD #21 PHASE II
479 iBLOCK"A" PAD #26 PHASE II
480 BLOCK"A" PAD #27 PHASE II
481 BLOCK "A" PAD #27 PHASE II
482 3LOCK"A" PAD #28 PHASE II
483 BLOCK"A" PAD #29 PHASE II
484 BLOCK"A" PAD #31 PHASE II
w A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLYWITH SPECIFICATIONS
1 FILL
2. NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WlTH SPECIFICATIONS Res~itte~
3 LIME STABILIZED (~ PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
Geotechnical Engineedng · Constr~fion 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
PACIFIC UNITED DEV. CORP.
CIO ROBERT POPE & ASSOC.
PLANO, TEXAS
DATE 6/6/98
PROJECT
FOREST COVE ESTATES
PHASE 1 & 2
COPPELL, TEXAS
OUR REPORT NO.
98018-74B
TEST DATA:
TEST '~. ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~t NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
485 6/6/98 FG-2.0 1 17.2 107.4 17.6 106 99 1-A
486 6/6~98 FG-1.0 1 17.2 107.4 19.2 107 100 1 -A
487 6/6/98 FG-2.7 1 17.2 107.4 18.3 107 100 1-A
488 6/6/98 FG-2.7 1 17.2 107.4 19.4 106 98 1 -A
489 6/6/98 FG-2.5 1 17.2 107.4 18.2 107 99 1 -A
490 6/6/98 FG-2.6 1 17.2 107.4 19.4 106 99 1-A
TEST LOCATION:
485 BLOCK"A" PAD #32 PHASE II
486 BLOCK"A" PAD #32 PHASE II
487 BLOCK"A" PAD #33 PHASE II
488 BLOCK "A" PAD #36 PHASE II
489 BLOCK"A" PAD #37 PHASE II
490 BLOCK "B" PAD #2 PHASE II
* A, IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
FILL
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Res~
LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMENT TREATED D. RETEST
Geotechnical Engineering · Construction Materia~ Testing · Environmental Engineering · Consul#ng