Riverview Estates-LR 970502ALPHA TESTIN~"~. ,'NC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPOHT OF FIELD
COMPACTION TESTS
.HUFFINES & PA/~TNERS 05/02/97
TESTED FOR C/O CCM ENGINEERING DATE
PROJECT RIVERVIEW ESTATES OUR REPORTNO. 97224-10
COPPELL, TEXAS
TEST DATA:
TEST DATE D~ELEV'IEPTH~I SOILID O~IMUM MAXlMUM~B INP~CE INP~CE PERCE~ COMMENT*
MOIS~RE DRY DENS~ ~ISTURE DRY DENSI~ C~PACTION
NO. NUMBER % ~F % ME
41 05/02 FG-3.0 2 20.5 99.5 20.7 97 97 1-A
42 05/02 FG-1.0 3 22.2 93.8 24.5 91 97 1-A
43 05/02 FG-3.0 2 20.5 99.5 22.6 95 95 1-A
44 05/02 FG-1.0 2 20.5 99.5 20.8 96 97 1-A
45 05/02 FG-3.0 2 20.5 99.5 21.8 95 96 1-A
46 05/02 FG-110 3 22.2 93.8 24.6 90 96 1-A
47 05/02 FG-3.0 2 20.5 99.5 20.7 97 98 1-A
TEST LOCATION:
41 WATER LINE BACKFILL - AT PAD 7, BLOCK C
42 WATER LINE BACKFILL - AT PAD 7, BLOCK C
43 WATER LINE BACKFILL - AT PAD 10, BLOCK C
44 WATER LINE BACKFILL - AT PAD 10, BLOCK C
45 WATER LINE BACKFILL - 5' E OF T @ INT. OF SANDY LAKE ROAD & RIVERVIEW DRIVE
46 WATER LINE BACKFILL - 5' E OF T @ INT. OF SANDY LAKE ROAD & RIVERVIEW DRIVE
47 WATER LINE BACKFILL -200' E OF T @ INT. OF SANDY LAKE ROAD & RIVERVIEW DR.
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~ Respect~y Su?..~
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS / ~
' ~S t~N ' '
RETEST G, INC.
D. P te
ALPHA TESTIN('~NC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPOriT OF FIELD
COMPACTION TESTS
HUFFINES & PARTNERS 05/02/97
TESTED FOR C/O CCM ENGINEERING DATE
PROJECT RIVERVIEW ESTATES OUR REPORT NO. 97224-10A
COPPELL, TEXAS
TEST DATA:
TEST ~ SOIL ID OPTIMUM MAXIMUM LAS IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO. DATE NUMBER % PCF % PCF
48 05/02 FG-1.0 2 20.5 99.5 22.9 94 95 1-A
49 05/02 FG-3.0 2 20.5 99.5 22.1 96 96 1-A
50 05/02 FG-1.0 2 20.5 99.5 22.3 95 96 1-A
51 05/02 FG-3.0 2 20.5 99.5 21.1 97 97 1-A
52 05/02 FG-1.0 2 20.5 99.5 21.7 95 96 1-A
TEST LOCATION:
48 WATER LINE BACKFILL - 200' E OF T @ INT. OF SANDY LAKE ROAD & RIVERVIEW DR.
49 WATER LINE BACKFILL - 400' E OF T @ INT. OF SANDY LAKE ROAD & RIVERVIEW DR.
50 WATER LINE BACKFILL - 400' E OF T @ INT. OF SANDY LA~ ROAD & RIVERVIEW DR.
51 WATER LINE BACKFILL - 600' E OF T @ INT. OF SANDY LAKE ROAD & RIVERVIEW DR.
52 WATER LINE BACKFILL - 600' E OF T @ INT. OF SANDY LAKE ROAD & RIVERVIEW DR.
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 COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS / Respec~itted
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS / ~ / /
D. RETEST Pat St~ A~~T~NG' INC.