SS9402A-LR 951220ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTEDFOR: RIVER VALLEY ENTERPRISES
ROCKWALL, TEXAS
DATE: 12/20/95
PROJECT: GRAPEVINE THREE OUR REPORT NO. 95767-4
COPPELL, TEXAS
TEST DATA:
TEST DATE '"-...~LEV. SOIL ID OPTIMUM MAXIMUM LAB IN P~CE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSI~ COMPACTION COMMENT*
NO.DEPTH ~ NUMBER % PCF % PCF
1 12/20 FG-10 2 12.5 115.0 16.0 111 97 1-A
2 12/20 FG-4 1 11.5 116.0 9.4 104 90 1-C
3 12/20 FG-2 1 11.5 116.0 11.0 102 88 1-BC
TEST LOCATION:
1 24" SANITARY SEWER LINE STATION 0+40
2 15" SANITARY SEWER LINE STATION 1+00
3 15" SANITARY SEWER LINE STATION 2+00
1. FILL * A. TEST RESULTS COMPLY WITH SPECIFICATIONS .Re~ectfully
2. NATURAL SUBGRADE B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS /×//
~TEST .
3. LIME STABILIZED C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS / ALPHA ~ST~NG~JNC.
4. CEMENT TREATED D. RETEST //
2209 Wisconsin St., Suite 100
[])al!ss, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTEOFOR: RIVER VALLEY ENTERPRISES
ROCKWALL, TEXAS
DATE:
PSOJECT: GRAPEVINE THREE OUR REPORT NO, 9576'/-5
COPPELL, TEXAS
TEST DATA:
4 12/20 PG-9 2 12.5 115.0 12.4 111 97 1-A
5 12/20 ?G-2 1 11.5 116.0 12.? 111 96 i-AD
6 12/20 ?G-4 1 11.5 llg.0 12.4 111 96 1-AD
TEST LOCATION:
24" SANITARY SEWER LINE STATION 0+50
RETEST OF TEST ~3 FROM FIRST REPORT THIS DATE
RETEST OF TEST ~2 FROM FIRST REPORT THIS DATE
1, PILL
2, NAT[JRAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
' A, TEST RESULTS CO~PLY WITH SPECIFICATIONS Re~d,'~ ~./ /~
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS / /
C. MOISTURE DOES NOT COMPLY WiTH SPECIFICATIONS / ALPHA TESTIN~