Riverview Estates-LR 970416ALPHA TESTIN(~,NC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPORT OF FIELD
COMPACTION TESTS
HUFFINES & PARTNERS 04/16/97
TESTED FOR C/O CCM ENGINEERING DATE
PROJECT RIVERVIEW ESTATES OUR REPORT NO. 97224-8
COPPELL, TEXAS
TEST DATA:
TEST DATE ~-...~LEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO.DEPTH -'---~ NUMBER % PCF % PCF
17 04/i6 FG-3.0 2 20 . 5 99.5 22.4 97 97 1-A
18 04/16 FG-1.0 2 20.5 99.5 23.6 100 100 1-A
19 04/16 FG-3.0 2 20.5 99.5 21.5 101 102 1-A
20 04/16 FG-1.0 2 20.5 99.5 22.9 96 97 1-A
21 04/16 FG-3.0 2 20.5 99.5 23.9 96 96 1-A
22 04/16 FG-1.0 2 20.5 99.5 24.3 98 98 1-A
23 04/16 FG-3.0 2 20.5 99.5 22.5 99 100 1-A
TEST LOCATION:
17 SANITARY SEWER - LINE '~B" AT STATION # 5+00
18 SANITARY SEWER - LINE "B" AT STATION # 5+00
19 SANITARY SEWER - LINE "B" AT STATION # 8+00
20 SANITARY SEWER - LINE "B" AT STATION # 8+00
21 SANITARY SEWER - LINE "B" AT STATION #11+00
22 SANITARY SEWER - LINE '~B" AT STATION #t1+00
23 SANITARY SEWER - LINE "B" AT STATION #12+75
1. FILL
2, NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CGO 1083-18
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATION~-~'"'"'----'~
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS / Respectf~,l,l~~
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
TING, INC.
D. RETEST Pa
ALPHA TESTIN~NC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPO ' T OF FIELD
COMPACTION TESTS
HUFFINES & PARTNERS 04/16/97
TESTED FOR C/O CCM ENGINEERING DATE
PROJECT RIVERVIEW ESTATES OUR REPORT NO. 97224-8A
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
24 04/16 FG-1.0 2 20.5 99.5 21.6 99 100 1-A
25 04/16 FG-3.0 2 20.5 99.5 23.6 96 96 1-A
26 04/16 FG-1 . 0 2 20.5 99.5 24.3 95 95 1-A
27 04/16 FG-3.0 2 20.5 99.5 22.4 98 99 1-A
28 04/16 FG-1.0 2 20.5 99.5 21.0 101 101 1-A
TEST LOCATION:
24 SANITi~LRY SEWER - LINE ~B" AT STATION #12+75
25 SANITARY SEWER - LINE ~C" AT STATION # 1+00
26 SANITARY SEWER - LINE ~C" AT STATION ~ 1+00
27 SAiqITARY SEWER - LINE "D" AT STATION ~ 1+00
28 SANITARY SEWER - LINE "D" AT STATION # 1+00
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST Pat ~tettne~G' INC,
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18