Forest Cove 2-LR 980603ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REHORT OF FIELD
COMPACTION TESTS
TESTED FOR
PACIFIC UNITED DEV. CORP.
CIO ROBERT POPE & ASSOC.
PIANO, TEXAS
DATE 6/3/98
PROJECT
FOREST COVE ESTATES
PHASE 1 & 2
COPPELL, TEXAS
OUR REPORT NO.
98018-73
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSrI~ COMPACTION COMMENT*
% PCF % PCF
450 6/3/98 FG 1 17.2 107.4 19.7 105 98 1-A
451 6/3/98 FG 1 17.2 107.4 18.9 105 98 1-A
452 6~3/98 FG I 17.2 107.4 17.8 107 99 1-A
453 6/3/98 FG 1 17.2 107.4 18.7 105 98 1-A
454 6~3/98 FG I 17.2' 107.4 19.9 105 98 1-A
455 6~3/98 FG I 17.2 107.4 18.9 105 98 1-A
456 6/3~98 FG 2 18.5 105.6 20.7 104 98 1 -A
TEST .OCATION:
450 BLOCK"D" PAD #1 PHASE I
451 BLOCK"D" PAD #2 PHASE I
452 BLOCK"D" PAD ~ PHASE I
453 BLOCK"D" PAD ~4 PHASE I
454 BLOCK"D" PAD #5 PHASE I
455 BLOCK"D" PAD ~ PHASE I
456 BLOCK"D" PAD #7 PHASE I
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4. CEMENTTREATED
w 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 Engineedng · Construction Materfals Testing · Environmental Engineering · Consu#fng
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
RE ORT OF FIELD
COMPACTION TESTS
TESTED FOR PACIFIC U!NITED DEV. CORP. DATE 6/3/98
C/O ROBERT POPE & ASSOC.
PIANO, TEXAS
PROJECT FOREST COVE ESTATES OUR REPORT NO. 98018-73A
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
457 6/3/98 FG 2 18,5 105.6 20.1 103 98 1 -A
458 6/3/98 FG 2 18.5 105.6 19.2 105 99 1 -A
459 6/3/98 FG 2 18.5 105.6 18.8 105 100 1 -A
460 6/3/98 FG 2 18.5 105.6 20.0 103 98 1 -A
461 6/3/98 FG 2 18.5 105.6 18.9 103 97 1-A
462 6/3/98 FG 2 18.5 105.6 20.0 105 99 1-A
463 6/3/98 FG 2 18.5 105.6 20.0 104 98 1 -A
TEST LOCATION:
457 BLOCK"D" PaD #8 PHASE I
458 BLOCK"D" PAD#9 PHASE I
459 BLOCK "D" PAD #11 PHASE I
460 BLOCK "D" PAD #13 PHASE I
461 BLOCK"D" PAD #14 PHASE I
462 BLOCK "D" PAD #15 PHASE I
463 BLOCK"D" PAD #16 PHASE I
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4. CEMENTTREATED
w A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLYWITH 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
972/62G8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR PACIFIC UNITED DEV. CORP. DATE 6/3/98
CIO ROBERT POPE & ASSOC.
PIANO, TEXAS
PROJECT FOREST COVE ESTATES OUR REPORT NO. 98018-73B
PHASE I & 2
COPPELL, TEXAS
TEST DATA:
TEST '~. ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~,~ NUMBER MOISTURE DRYDENSITY MOISTURE DRYDENSITY COMPACTION COMMENT*
% PCF % PCF
464 6/3/98 FG 2 18.5 105.6 20.2 105 99 1 -A
465 6~3/98 FG 2 18.5 105.6 19.8 104 98 1-A
466 6/3/98 FG I 17.2 107.4 18.5 107 99 1 -A
467 6/3/98 FG I 17.2 107.4 19.0 106 99 1-A
468 6/3/98 FG 1 17.2 107.4 18.2 106 99 1-A
469 6/3/98 FG 1 17.2 107.4 17.8 106 99 1-A
470 6/3/98 FG 1 17.2 107.4 18.0 107 99 1-A
TEST LOCATION:
464 BLOCK "D" PAD #17 PHASE I
465 BLOCK "D" PAD #18 PHASE I
466 BLOCK"B" PAD #1 PHASE II
467 BLOCK"B" PAD #1 PHASE II
468 BLOCK"B" PAD #2 PHASE II
469 BLOCK "B" PAD #2 PHASE II
470 BLOCK "B" PAD #3 PHASE II
I 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 · Consulting