Woodlands-LR 950713ALPHA TESTING, ~
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REP ' T OF FIELD
COMPACTION TESTS
TESTED FOR:
W.O.C. INVESTMENTS, INC.
C/O FINLEY DEVELOPHENT
ADDISON, TEXAS
DATE: 07/13/95
PROJECT: ~OODLANDS OF COPPELL OURREPORTNO. 95230--16
COPPELL, TEXAS
TEST DATA:
TESTI [~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DEHSITY COMPACTION COMMENT*
NO.I DATE mDEPTH~ NUMBER % PCF % PCF
77 07/13 ;G-4.0 2 1,5.3 111.3 15.5 10/) 97 L-A
78 07/13 FG-2.0 2 15.3 111.3 1,5.6 108 97 L-A
79 07/13 FG-4.0 2 15.3 111.3 15, .8 108 97 L-A
80 07/13 FG-2.0 2 15.3 111.3 16.0 108 97 1-A
81 07/13 FG-6.0 2 15.3 111.3 16.2 108 97 1-A
82 07/13 FG-4.0 2 15.3 111.3 16.4 109 98 1-A
93 07/13 FG-2.0 2 15.3 111.3 16.5 108 97 1-A
TEST LOCATION:
77 WATER LINE ALONG BRECKLAND HEIGHTS 0 PAVEMENT STA. O+SO
78 WATER LINE ALONG 8RECKLAND HEIGHTS · PAVEMENT STA. 0+60
79 WATER LINE ALONG 8RECKLAND HEIGHTS 8 PAVEMENT STA. 3+70
80 WATER LINE ALONG BRECKLAND HEIGHTS ~ PAVEMENT STA. 3+80
81 WATER LINE ALONG NEWCASTLE CT. 8 PAVEMENT STA. 0+90
82 WATER LINE ALONG NEWCASTLE CT. 8 PAVEMENT STA. 1+00
83 WATER LINE ALONG NEWCASTLE CT. 0 PAVEMENT STA. 1+20
~y Submiffed,~~'~'
/ /
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST