Riverview Estates-LR 970421ALPHA TESTIN .~lC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPO' T OF FIELD
COMPACTION TESTS
HUFFINES & PAi~TNERS 04/21/97
TESTED FOR C/O CCM ENGINEERING DATE
PROJECT RIVERVIEW ESTATES OUR REPORTNO. 97224-9
COPPELL, TEXAS
TEST DATA:
TEST D~E ~ SOIL ID O~IMUM M~IMUM LAB IN P~CE IN P~CE PERCE~ COMMENT*
MOIS~RE DRY DENSI~ ~IS~RE DRY DE~I~ COMPA~ON
NO. NUMBER % ~F % PCl=
29 04/21 FG-3.0 2 20.5 99.5 21.6 97 97 1-A
30 04/21 FG-1.0 2 20.5 99.5 22.6 96 96 1-A
31 04~21 FG-3.0 2 20.5 99.5 22.7 96 97 1-A
32 04/21 FG-1.0 3 22.2 93.8 23.9 91 97 1-A
33 04/21 FG-3.0 2 20.5 99.5 21.7 96 96 1-A
34 04/21 FG-1.0 2 20.5 99.5 22.2 96 96 1-A
35 04/21 FG-3.0 2 20.5 99.5 21.1 99 99 1-A
TEST LOCATION:
29 WATER LINE BACKFILL - AT PAD 30, BLOCK A
30 WATER LINE BACKFILL - AT PAD 30, BLOCK A
31 WATER LINE BACKFILL - AT PAD 27, BLOCK A
32 WATER LINE BACKFILL - AT PAD 27, BLOCK A
33 WATER LINE BACKFILL - AT PAD 24, BLOCK A
34 WATER LINE BACKFILL - AT PAD 24, BLOCK A
35 WATER LINE BACKFILL - AT PAD 21, BLOCK A
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
* A. N PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS / Respectfully S~bmitted
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
t~NG INC
D. RETEST Pat S ' ' '
ALPHA TESTIN~NC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPOHT OF FIELD
COMPACTION TESTS
HUFFINES & PARTNERS 04/21/97
TESTED FOR C/O CCM ENGINEERING DATE
PROJECT RIVERVIEW ESTATES OUR REPORT NO, 97224-9A
COPPELL, TEXAS
TEST DATA:
TEST DATE ~ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO.DEPTH ~ NUMBER % PCF % PCF
36 04/21 FG-1.0 2 20.5 99.5 21.6 96 96 1-A
37 04/21 FG-3.0 2 20.5 99.5 20.9 95 96 1-A
38 04/21 FG-1.0 2 20.5 99.5 22.5 94 95 1-A
39 04/21 FG-3.0 2 20.5 99.5 21.9 96 97 1-A
40 04/21 FG-1.0 2 20.5 99.5 22.4 96 96 1-A
TEST LOCATION:
36 WATER LINE BACKFILL - AT PAD 21, BLOCK A
37 WATER LINE BACKFILL - AT PAD 18, BLOCK A
38 WATER LINE BACKFILL - AT PAD 18, BLOCK A
39 WATER LINE BACKFILL - AT PAD 14, BLOCK B
40 WATER LINE BACKFILL - AT PAD 14, 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~t~'- ~
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS / Respectfull~Su~3mitted
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST Pat ~e~2tner /~/~I~S~lNG' INC.