Woodlands-LR 950712ALPHA TESTING,
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REP(.,RT OF FIELD
COMPACTION TESTS
TESTED FOR: W .O .C. INVESTHENTS, INC. DATE: O7/12/95
C/O FINLEY DEVELOPHENT
ADDISON, TEXAS
PROJECT: WOOOLANDS OF COPPELL OUR REPORTNO. 95230--15
COPPELL, TEXAS
TEST DATA:
TESTI [D~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO. DATE NUMBER % PCF % PCF
70 07/12 FG-4.0 2 1.5.3 111.3 15.4 109 98
71 07/12 FG-2.0 2 15.3 111.3 15.7 109 98 1-A
72 07/12 FG-6.0 2 15.3 111.3 16.1 108 97 1-A
73 07/12 FG-4.0 2 15.3 111.3 16.1 108 97 1-A
74 07/12 FG-2.0 2 15.3 111.3 16.8 108 97 1-A
7S 07/12 FG-4.0 2 iS .3 111.3 15.8 109 98 1-A
76 07/12 FG-2.0 2 15.3 111.3 16.7 108 97 1-A
TEST LOCATION:
70 WATER LINE ALONG MANCHESTER LN. PAVEMENT STA. 0+50
71 WATER LINE ALONG MANCHESTER LN. PAVEMENT STA. 0+60
72 WATER LINE ALONG DARTMOUTH LN. PAVEMENT STA. 1+00
73 WATER LINE ALONG DARTMOUTH LN. PAVEMENT STA. 1+10
74 WATER LINE ALONG DARTMOUTH LN. PAVEMENT STA. 1+30
75 WATER LINE ALONG WINDING HOLLOW LN. PAVEMENT STA. 6+20
76 WATER LINE ALONG WINDING HOLLOW LN. PAVEMENT STA. 6+10
1. FILL * A. TEST RESULTS COMPLY WITH SPECIFICATIONS ~bmitte~
2. NATURAL SUBGRADE B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~~ALPHA TESTIN N
4. CEMENT TREATED D. RETEST