ST9302-LR 990916ALPHA 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 9/16/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-70
TEST DATA:
TEST ~ ELEV. SOIL ID OPT1MUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~,.~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
190 9/16/99 FG 6 12.5 111.2 16.5 107 96 l-AD
191 9/16/99 FG-7.0 6 12.5 111.2 13.7 106 95 I-A
192 9/16/99 FG-6.0 6 12.5 111.2 12.8 107 97 1 -A
193 9/16/99 FG-5.0 6 12.5 111.2 13.7 107 96 1-A
194 9/16/99 FG-4.0 6 12.5 111.2 13.0 107 96 1-A
195 9/16/99 FG-4.0 6 12.5 111.2 14.2 106' 95 1-A
196 9/16/99 FG-3.0 6 12.5 111.2 13.1 106 95 1-A
TEST LOCATION:
190 RETEST OF TEST #187 PERFORMED ON 9/15/99
191 RETAINING WALL AT STATION #37+50, 3' SOUTH OF WALL
192 RETAINING WALL AT STATION *L37+53, 3' SOUTH OF WALL
193 RETAINING WALL AT STATION #37+55, 4' SOUTH OF WALL
194 RETAINING WALL AT STATION #37+57, 2' SOUTH OF WALL
195 RETAINING WALL AT STATION #38+50, 4' SOUTH OF WALL
196 RETAINING WALL AT STATION #38+50, 2' SOUTH OF WALL
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. RE'FEST
Respectfully Subm. itted
/"' ~ . ./5"--/./' . ~
ALPHA TESTING, IN~.~
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
'1" I 1' T' "IT
REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR CITY OF COPPELL DATE 9/16/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-70A
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 MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
197 9/16/99 FG-5.0 6 12.5 111.2 13.5 107 96 1 -A
198 9/16/99 FG-4.0 6 12.5 111.2 12.5 109 98 1-A
199 9/16/99 FG-3.0 6 12.5 111.2 13.4 106 95 1-A
200 9/16/99 FG-2.0 6 12.5 111.2 14.4 107 96 1-A
201 9/16/99 FG 6 12.5 111.2 11.7 107 96 I-A
TEST LOCATION:
197 RETAINING WALL AT STATION #38+75, 2' SOUTH OF WALL
198 RETAINING WALL AT STATION #38+75, 3' SOUTH OF WALL
199 RETAINING WALL AT STATION #38+75, 4' SOUTH OF WALL
200 RETAINING WALL AT STATION #38+75, 5' SOUTH OF WALL
201 ELECTRIC LINE BY TXU ON NORTH SIDE AT STATION #9+50
1. FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ,/ , ' ~' ':' "'-~'---'
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting