Riverview Estates-LR 970501ALPHA TESTINCINC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPORT OF FIELD
COMPACTION TESTS
HUFFINES & PARTNERS 05/01/97
TESTED FOR C/O CCM ENGINEERING DATE
PROJECT RIVERVIEW ESTATES OUR REPORT NO. 97224-11A
COPPELL, TEXAS
TEST DATA:
TEST DATE ~ELEV. SOIL ID O~IMUM M~IMUM ~B IN P~CE IN P~CE PERCE~ COMMENT
MOISTURE ~Y DENSI~ ~IS~RE DRY DENSI~ COMPA~ON
NO.DEPTH~.., NUMBER % ~F % ~F
60 05/01 FG-1.0 2 20.5 99.5 22.1 97 98 1-A
61 05/01 FG-3.0 2 20.5 99.5 20.7 99 99 1-A
62 05/01 FG-1.0 2 20.5 99.5 21.6 96 96 1-A
63 05/01 FG-3.0 2 20.5 99.5 20.9 96 96 1-A
64 05/01 FG-1.0 3 22.2 93.8 25.1 92 98 1-A
65 05/01 FG-3.0 2 20.5 99.5 21.4 95 96 1-A
66 05/01 FG-1.0 3 22.2 93.8 23.9 91 97 1-A
TEST LOCATION:
60 WATER LINE BACKFILL - AT Pi~LD 4, BLOCK B
61 WATER LINE BACKFILL - AT PAD 1, BLOCK B
62 WATER LINE BACKFILL - AT PAD 1, BLOCK B
63 WATER LINE BACKFILL - AT PAD I, BLOCK C
64 WATER LINE BACKFILL - AT PAD 1, BLOCK C
65 WATER LINE BACKFILL - AT PAD 4, BLOCK C
66 WATER LINE BACKFILL - AT PAD 4, BLOCK C
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
0G01083-18
*A.IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS/'/~~
B.PERCENT COMPAOT,O. ES.OT C.O. PLY
C. PERCENT IN PLACE MOISTURE DOES OT COMPLY W S / ~.~
D. RETEST Pat Stet(i;;n~ AL~lNG' INC.
ALPHA TESTIN''"INC.
2209 wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REP " T OF FIELD
COMPACTION TESTS
HUFFINES & PARTNERS 05/01/97
TESTED FOR C/O CCM ENGINEERING DATE
PROJECT RIVERVIEW ESTATES OUR REPORTNO. 97224-11
COPPELL, TEXAS
TEST DATA:
TEST DATE ~ SOIL ID O~IMUM M~IMUM MB IN PLACE IN P~CE PERCENT COMMENT*
MOISTURE DRY DENSI~ MOISTURE DRY DENSI~ COMPACTION
NO. NUMBER % PCF % ~F
53 05/01 FG-3.0 2 20.5 99.5 21.2 98 98 1-A
54 05/01 FG-1.0 2 20.5 99.5 21.5 94 95 1-A
55 05/01 FG-3.0 2 20.5 99.5 22.6 95 95 1-A
56 05/01 FG-1.0 3 22.2 93.8 24.7 91 97 1-A
57 05/01 FG-3.0 2 20.5 99.5 22.0 95 96 1-A
58 05/01 FG-[.0 3 22.2 93.8 22.3 94 L00 1-A
59 05/01 FG-3.0 2 20.5 99.5 20.9 98 98 1-A
TEST LOCATION:
53 WATER LINE BACKFILL - AT P~LD 13, BLOCK B
54 WATER LINE BACKFILL - AT PAD 13, BLOCK B
55 WATER LINE BACKFILL - AT PAD 10, BLOCK B
56 WATER LINE BACKFILL - AT PAD 10, BLOCK B
57 WATER LINE BACKFILL - AT PAD 7, BLOCK B
~58 WATER LINE BACKFILL - AT PAD 7, BLOCK B
59 WATER LINE BACKFILL - AT PAD 4, BLOCK B
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
* A, IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATI~I~'~-'~ ~.----"'"~
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS / Respe~itted
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS / ~
D. RETEST ESTING, INC