Forest Cove 2-LR 980326ALPHA TESTING, ~iNC.
2209 Wisconsin St., Suite lO0
Dallas, Toxas 75229
(214) 620-8911,
DAILY FIELD REPORT
TESTED FOR
PACIFIC UNITED DEV. CORP.
C/O ROBERT POPE & ASSOC.
PLANO, TEXAS!
DATE OF ISSUE
03/26/98
PROJECT
FOREST COVE ~STATES
PHASE 1 & 2
COPPELL, TEXJ kS
OUR REPORT NO.
98018-32
wEATHER: PARTLY CLOUDY
TEMPERATURE RANGE: 7 5 TO:
AL~HA Representative: K. C.
75
THE ALPHA TECHNICIANTRAVELED TO THE ABOVE REFERENCED PROJECT AS REQUESTED TO
MONITOR ON-GOING WORK AND PERFORM FIELD TESTING AS REQUESTED.
SUBGRADE FOR BLOCK "A" LOTS 26 THROUGH 33 AND LOTS 37, 38, AND 39 WAS OBSERVED
TO VERIFY THAT AREASi HAD BEEN PREPARED IN ACCORDANCE WITH GEOTECHNICAL
RECOMMENDATIONS.
A TOTAL OF 20 FIELD DENSITY TESTS WERE PERFORMED ON FILL SOILS FOR PAD AREAS.
SEE ATTACHED REPORT OF!FIELD COMPACTION TESTS.
THE SITE CONCRETE REPRESENTATIVE WAS INFORMED OF ALL OBSERVATIONS AND FIELD
TEST RESULTS.
StHEDULED TESTING THE TECHNICIAN RETURNED TO THE DALLAS
AT
THE
COMPLETION
OF
OFFICE.
Respectfully
ALPHA TESTIN
2209 Wisconsin St.
Dallas, Texas 7522c,
(972) 620-8911
G, INC.
Suite 100
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR
PACIFIC UNITED/DEV. CORP.
C/O ROBERT POPE & ASSOC.
PLANO, TEXAS /
DATE
03/26/98
PROJECT
FOREST COVE ES'
PHASE 1 & 2
COPPELL, TEXAS
TEST DATA:
FATES
OUR REPORT NO.
98018-32A
~ NUMBER o~u~ MAXIMUM LAB IN P~CE IN PLACE PER~
TEST DATE SOIL ID MOIS~RE DRY DENS~ ~IS~RE DM DE~W COMMENT*
NO. % ~F % ~F COMPAC~
327 03/26 FG-1.7 i 2 18.5 105.6 19.3 104 98 1-A
I
328 03/26 FG-5.0 ~ 2 18.5 105.6 20.2 103 98 1-A
329 03/26 FG-4.0 2 18.5 105.6 19.4 103 97 1-A
330 03/26 FG-1.7 2 18.5 105.6 20.8 101 96 1-A
331 03/26 FG-3.8 4 18.2 104.7 18.3 102 98 1-A
332 03/26 FG-2.6 i 4 18.2 104.7 19.8 101 97 1-A
I
333 03/26 FG-3.0 4 18.2 104.7 21.1 100 96 1-A
TEST LOCATION:
327 BLOCK "A" PAD # 12
328 BLOCK "A" PAD #13
329 BLOCK "A" pAD #13
330 BLOCK "A" PAD #15
331 BLOCK "A" PAD #2~1
332 BLOCK "A" PAD #22
333 BLOCK "A" PAD #2;3
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
A. IN PLACE PE.,..ENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
o.c. s,o-r
Da' d%r~j~__-~.
ALPHA TESTING, INC.
2209 Wisconsin St.,; Suite 100
Dallas, Texas 75229
(972) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR
PACIFIC UNITEDiDEV. CORP.
C/O ROBERT POPE & ASSOC.
PI.d~O, TEXA. S /
DATE
03/26/98
PROJECT
FOREST COVE ES'
PHASE 1 & 2
COPPELL, TEXAS
TEST DATA:
FATES
OUR REPORT NO.
98018-32B
~ NUMBER OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
TEST DATE SOIL ID MOISTURE DRY DENSITY MOISTURE D~Y DENSITY COMPACTION
NO. % PCF % ~CF
I
334 03/26 FO-1.9 4 18.2 104.7 21.2 102 97 1-A
335 03/26 FG-3.1 4 18.2 104.7 21.3 103 98 1-A
336 03/26 SG 1 17.2 107.4 17.8 104 97 2-A
337 03/26 SG I 1 17.2 107.4 20.9 107 99 2-A
,
338 03/26 SG 1 17.2 107.4 17.2 106 99 2-A
I
I
339 03/26 SG i 1 17.2 107.4 18.9 105 97 2-A
340 03/26 SG 1 17 . 2 107 . 4 17 . 9 106 98 2-A
TEST LOCATION:
334 BLOCK "A" PAD #25
335 BLOCK "A" PAD #2~
336 BLOCK "A" PJ~D #2~
337 BLOCK "A" PAD #29
338 BLOCK "A" PAD #3~I.
339 BLOCK "A" PAD #3~
340 BLOCK "A" PAD # 37
1, FILL
2. NATURAL SUBGRADE
3, LIME STABILIZED
4. CEMENT TREATED
~.~t3 I{3RR-1R
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICAT~
__
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 7522(.
(972) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR
PACIFIC UNITED~DEV. CORP.
C/O ROBERT POPE & ASSOC.
PLANO, TEXAS
DATE
03/26/98
PROJECT
TEST DATA:
FOREST COVE ESl
PHASE 1 & 2
COPPELL, TEXAS
~ATES
OUR REPORT NO.
98018-32C
TEST DATE ; SOIL ID oPn~4u~ MAXIMUM LAB IN PI.ACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSn'Y COMMENT*
NO. UMBER % PCF % PCF COMPACTION
~41 03/26 SG ' 1 17.2 107.4 19.3 103 96 2-A
342 03/26 FG-3.8 4 18.2 104.7 18.7 103 97 1-A
t43 03/26 SG i 1 17.2 107.4 19.0 105 98 2-A
144 03/26 FG-2.0 ! 1 17.2 107.4 19.2 105 98 1-A
345 03/26 FG-1.0 4 18.2 104.7 19.0 102 97 1-A
I
346 03/26 SG i 1 17.2 107.4 17.2 107 99 2-A
I
TEST LOCATION:
341 BLOCK "A" PAD #37
I
342 BLOCK "A" PAD # 38
I
343 BLOCK "A" PAD #39
344 ALLEY A-2 STA. 2+50
1345 ALLEY A-2 STA. 2+40
346 FOREST BREEZE COVE i STA. 5+20
1. FiLL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
* A. IN PLACE PER( ;ENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFIC
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PI ACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS