Woodlands-LR 950609ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
DAILY FIELD REPORT
TESTED FOR
W.O.C. INVESTMENTS, INC.
C/O FINLEY DEVELOPMENT
ADDISON, TEXAS
DATE 06/09/95
PROJECT
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO,
95230-7
WEATHER:
CLEAR
DATE:
TEMPERATURE RANGE: 90
TO:
95
ALPHA Repte~enta#v~: T. E.
THE ALPHA TECHNICIAN TRAVELED TO THE
CLIENT'S REPRESENTATIVE, TO PERFORM
SUSGRADE PREPARATION.
PROJECT SITE A5 REQUESTEO
FIELD DENSITY TESTING AND
8Y THE
VERIFY
SUBGRADE FOR BUILDING PAD AREAS WAS VISUALLY INSPECTEO TO ASSURE THAT ALL
VEGETATION HAD SEEN PROPERLY REMOVED AND THAT AREAS HAD SEEN PREPARED IN
ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. LOT ELEVEN ON 8LOCK 'A" WAS
INSPECTED AND APPEARED TO COMPLY WITH GEOTECHNICAL RECOMMENDATIONS.
A TOTAL OF SEVEN FIELD DENSITY TESTS WERE PERFORMEO ON FILL ANO NATURAL
SUBGRADE SOILS FOR WOODLANDS OF COPPELL. SEE ATTACHED REPORT OF FIELO
COMPACTION TESTS.
RON WITH RODMAN WAS INFORMED OF TEST RESULTS WHICH APPEARED TO COMPLY WITH
PROJECT SPECIFICATIONS.
TECHNICIAN RETURNED TO THE LABORATORY UPON COMPLETION OF SCHEDULED TESTING
AND INSPECTION.
ALPHA TESTING,
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTEDFOR: W.O.C. INVESTMENTS, INC. DATE:
C/O FINLEY DEVELOPMENT
ADDISON, TEXAS
06/09/95
WOODLANDS OF COPPELL
PROJECT: COPPELL, TEXAS OURREPORTNO.
95230-7A
TEST DATA:
MOISTURE DRY DENS~ M~S~RE DRY DE~ COMPA~ON COMMENT
NO. DATE ~DEP~ ~-I NUMBER % PCF % PCF
20 06/09 FG-O.5 I 15.9 110.9 15.6 108 98 1-A
21 06/09 FG 1 15.9 110.9 16.4 107 97 1-A
22 06/09 NSG 1 15.9 110.9 16.9 107 96 2-A
23 06/09 FG-4.0 1 15.9 110.9 17.2 107 97 1-A
24 06/09 FG-3.S i 15.9 110.9 17.4 i07 97 1-A
25 06/09 FG-3.0 1 15.9 110.9 17.7 107 97 1-A
26 06/09 FG-2.5 I 15.9 110.9 16.2 107 97 1-A
TEST LOCATION:
20 DARTMOUTH LANE STA. 0+00 0 CENTER LINE
21 DARTMOUTH LANE STA. 0+10 0 CENTER LINE
22 8LK 'A' LOT 11
23 BLK 'A' LOT 11
24 8LK 'A' LOT 11
25 BLK 'A" LOT 11
26 8LK "A" LOT 11
1. FILL
2. NATURALSUBGRADE
3. LIME STABILIZED
4. CEMENTTREATED
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST