ST9302-LR 990630ALPHA 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 6/30/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-42
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 MOISTUBE DRy DENSITY COMPACTION COMMENT"
% PCF % pea~:
114 6/30/99 FG-8.0 6 12.5 111.2 13.5 106 96 1-A
115 6/30/99 FG-7.0 6 12.5 111.2 14.5 107 96 I-A
116 6/30/99 FG-6.0 6 12.5 111.2 13.4 108 97 I-A
117 6/30/99 FG-5.0 6 12.5 111.2 13.7 106 96 1-A
118 6/30/99 FG-4.0 6 12.5 111.2 13.4 109 98 1-A
119 6/30/99 FG-3.0 6 12.5 111.2 12.7 106 95 1-A
120 6/30/99 FG-2.0 6 12.5 111.2 15.0 106 95 1-A
TEST LOCATION:
114 30" WATER LINE AT STATION //53 +45
115 30" WATER LINE AT STATION //53 +40
116 30" WATER LINE AT STATION #53 + 35
117 30" WATER LINE AT STATION //53 +30
118 30" WATER LINE AT STATION //53 + 25
119 30" WATER LINE AT STATION //53 +20
120 30" WATER LINE AT STATION //53 + 15 ~
1 TILL
2 NATURAL SUSGRADE
3. LIME STABILIZED
4. CEMENI IREAIED
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCEN1 COMPACTION DOES NOI COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETES!
Geotechnical Engineering · Construction 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
COPPELL, TEXAS
DATE 6/30/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-43
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH ~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
121 6/30/99 FG-6.0 5 13.5 111.9 16.5 109 97 1-A
122 6/30/99 FG-5.0 7 21.§ 99.6 23.0 98 98 1-A
123 6/30/99 FG-4.0 3 13.3 117.6 17.1 116 98 1-A
124 6/30/99 FG-3.0 3 13.3 117.6 17.3 11 § 97 1-A
125 6/30/99 FG-2.0 7 21 .§ 99.6 22.0 96 97 1-A
126 6/30/99 FG-1.0 § 13.5 111.9 16.0 107 96 1-A
TEST LOCATION:
121 30" WATER LINE AT STATION #53+90
122 30" WATER LINE AT STATION #53+85
123 30" WATER LINE AT STATION #§3+80
124 30" WATER LINE AT STATION #53 +75
125 30" WATER LINE AT STATION #53+70
126 30" WATER LINE AT STATION #53 +65
1. FILL
2. NATURAL SUBGRADE
~ A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
S. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED O. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
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