Riverview Estates-LR 970725ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR HUFFINES & PA~TN~.~ DATE 07/25/97
C/O ¢¢M ENGINEERING
PROJECT RIVERVIEW ESTATES OUR REPORT NO. 97224-24
COPPELL, TEXAS
TEST DATA:
TEST DATE ~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. NUMBER % PCF % PCF COMPACTION
146 07/25 FG-1.5 2 20.5 99.5 21.2 97 97 1-A
147 07/25 FG-1.6 2 20.5 99.5 22.2 95 96 1-A
148 07/25 FG-1.5 2 20.5 99.5 22.5 98 98 1-A
149 07/25 FG-1.0 2 20.5 99.5 21.7 96 96 1-A
150 07/25 FG-2.0 2 20.5 99.5 21.6 95 96 1-A
151 07/25 FG-3.0 2 20.5 99.5 21.5 97 97 1-A
152 07/25 FG-2.0 2 20.5 99.5 21.1 98 98 1-A
TEST LOCATION:
!
146 B[~)CK A, PAD % l
147 BLOCK A, PAD % 3
148 BLOCK A, PAD % 5
149 BLOCK A, PAD % 6
150 BLOCK A, PAD % 8
151 BLOCK A, PAD % 9
152 BLOCK A, PAD %10
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CGO1083-18
SPECIFICATIONS
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR HtYE'FINES ~ PA~TJ~J~RS DATE 07/25/97
C/O CCH RNGIN]~.R'rt~;
PROJECT RIVERVIEW RSTATES OUR REPORT NO. 97224-24A
COPPI~LL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO. DATE DEPTH~,,,,,~ NUMBER % PCF % PCF
153 07/25 FG-3.0 2 ' 20.5 99,5 22.5 94 95 1-A
154 07/25 FG-3.0 2 20.5 99.5 20.5 97 97 1-A
155 07/25 FG-2.5 2 20.5 99.5 20.9 97 98 1-A
156 07/25 FG-1.5 2 20.5 99.5 21.4 95 96 I-A
157 07/25 FG-2.0 2 20.5 99.5 22.5 95 95 1-A
158 07/25 FG-1.0 2 20.5 99.5 21.6 96 96 1-A
TEST LOCATION:
153 BLOCK A, PAD # 11
154 BLOCK A, PAD #12
155 BLOCK A, PAD #13
156 ~RLOCK A, PAD %14
157 BLOCK A, PAD %15
158 _RLOCK A, PAD ~16
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPEClFICATIO~
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST '