Riverview Estates-LR 970407ALPHA TESTINg. ,~Nc.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPOHT OF FIELD
COMPACTION TESTS
HUFFINES & PARTNERS 04/07/97
TESTED FOR C/O CCM ENGINEERING DATE
PROJECT RIVBRVIEW ESTATES OUR REPORT NO. 97224-6
COPPELL, TEXAS
TEST DATA:
TEST DATE ~ ELEV. SOIL ID O~IMUM M~IMUM ~B IN PI.ACE IN P~CE PERCENT COMMENT*
MOIS~RE DRY DENSI~ MOI$~ DRY ~NSI~ COMPACT~N
NO.DEPTH"'"'--,.., NUMBER % ~F % ~F
5 04/07 FG-1.0 2 20.5 99.5 22.5 95 96 1-AD
6 04/07 FG-1.0 2' 20.5 99,5 21.4 96 97 1-AD
7 04/07 FG-3.0 2 20.5 99.5 21.7 96 97 1-A
8 04/07 FG-1.0 2 20.5 99.5 22.5 95 95 1-A
9 04/07 FG-3.0 2 20.5 99.5 22.8 95 95 1-A
10 04/07 FG-1.0 2 20.5 99.5 21.3 96 97 1-A
TEST LOCATION:
5 RETEST OF TEST #2 FROM FIRST REPORT THIS DATE
6 RETEST OF TEST #4 FROM FIRST REPORT THIS DATE
7 SANITARY SEWER BACKFILL - LINE ~A" AT STATION # 7+00
8 SA/~ITARY SEWER BACKFILL - LINE "A" AT STATION # 7+00
9 SANITARY SEWER BACKFILL - LINE ~A" AT STATION #10+00
10 SANITA/~Y SEWER BACKFILL - LINE "A" AT STATION #10+00
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS ~
a. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS /.-'RespectflJJly Submitted
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~~ ..~.~.~/' /
D. RETEST ~~, ·
ALPHA TESTIN~NC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPOHT OF FIELD
COMPACTION TESTS
HUFFINES & PARTNERS 04/07/97
TESTED FOR C/O CCM ENGINEERING DATE
PROJECT RIVERVIEW ESTATES OUR REPORT NO. 97224-5
COPPELL, TEXAS
TEST DATA:
TEST DATE ~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO. NUMBER % PCF % PCF
1 04/07 FG-3.0 2 20.5 99.5 21 . 6 96 96 1-A
2 04/07 FG-1.0 2 20.5 99,5 21.4 91 91 1-B
3 04/07 FG-3.0 2 20.5 99.5 21.5 95 96 1-A
4 04/07 FG-1.0 2 20.5 99.5 22.5 89 90 1-B
TEST LOCATION:
1 SANITARY SEWER BACKFILL - LINE ~A" AT STATION #1+00
2 SANITARY SEWER BACKFILL - LINE ~A" AT STATION %1+00
3 SANITARY SEWER BACKFILL - LINE "A" AT STATION #4+00
4 SANITARY SEWER BACKFILL - LINE "A" AT STATION #4+00
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATI~
.~u/.~ ~nS itted
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS -- /~'~ RespectfT~--'"
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /
D. RETEST ~~~_[..."T'~ ~q'l~~I~IING,INC'