ST9302-LR 990714ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX; 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CITY OF COPPELL DATE 7/14/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-45
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID oI~rIMUM MAXIMUM LAB IN Pr. ACE IN Pr. ACE PERCENT
NO, DATEDEPTH ~ NUMBER MOISTURE DRY D~NSfl'Y MOISTURE DRY DENSITY CUMPAC'IrlON COMMENT
% PCF: % PCF:
127 7/14/99 FG-10.0 7 21.5 99.6 21.9 100 100 1-A
128 7/14/99 FG-9.0 6 12.5 111.2 16.$ 108 97 1 -A
129 7/14/99 FG-8.0 6 12.§ 111.2 15.8 106 96 1 -A
130 7/14/99 FG-7.0 6 12.5 111.2 16.5 107 96 1 -A
131 7/14/99 FG-6.0 6 12.$ 111.2 16.4 109 98 1 -A
132 7/14/99 FG-5.0 6 12.5 111.2 15.9 111 99 1-A
133 7/14/99 FG-4.0 5 13.5 111.9 16.8 111 99 1-A
TEST LOCATION:
127 30" WATER LINE AT STATION //55 + 15
128 30" WATER LINE AT STATION #55+10
129 30" WATER LINE AT STATION//55+05
130 30" WATER LINE AT STATION //55+00
131 30" WATER LINE AT STATION //54+95
132 30" WATER LINE AT STATION #54+90
133 30" WATER LINE AT STATION //54+85
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
# A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Geotechnical Engineering · Construcflbn Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CITY OF COPPELL DATE 7/14/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-45A
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH ~ NUMBER MOISTURE DRY DENSITY MC~STURE DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
134 7/14/99 FG-3.0 5 13.5 111.9 16.9 111 99 1-A
135 7/14/99 FG-2.0 5 13.5 111.9 17.4 107 96 1 -A
136 7/14/99 FG- 1.0 5 13.5 111.9 16.7 109 97 1-A
TEST LOCATION:
134 30" WATER LINE AT STATION //54+80
135 30" WATER LINE AT STATION #54+ 75
136 30" WATER LINE AT STATION #54+70
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
'~' rA.IN PLACE PERCENT MOISTURE AN{) PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NO1' COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
¸-1