ST9302-LR 990929ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX; 972/406-8023
TESTED FOR
CITY OF COPPELL
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 9/29/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-85
TEST DATA:
TEST ~ ELEV, SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~.,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
219 9/29/99 FG-3.0 4 11.0 119.7 14.2 115 96 1-A
220 9/29/99 FG-3.0 4 11.0 119.7 14.7 119 99 1-A
221 9/29/99 FG-3.0 4 11.0 119.7 15.0 118 99 1-A
222 9/29/99 FG-3.0 5 13.5 111.9 16.8 109 97 1-A
223 9/29/99 FG-2.0 5 13.5 111.9 16.6 109 97 1-A
224 9/29/99 FG-2.0 5 13.5 111.9 15.5 110 98 1-A
225 9/29/99 FG-2.0 5 13.5 111.9 16,4 110 98 1-A
OCATION:
219 RETEST OF TEST #217 PERFORMED ON 9/2799
220 =RETEST OF TEST #218 PERFORMED ON 9/29/99
221 IRETAINING WALL AT STATION #16+25
222 ~ETAINING WALL AT STATION #15+75
223 RETAINING WALL AT STATION #15+75
224 =.ETAINING WALL AT STATION #16+25
225 RETAINING WALL AT STATION #16+25
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 · Construction Materials Testing · Environmental Engineedng · Consulting
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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 9/29/99
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-84
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST _~ELEV, SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMIC_
PCF
% PCF ~ ~
217 9/29/99 FG-3.0 4 11.0 119.7 11.7 113 1-~ .... -
218 9~29~99 FG-3.0 4 11.0 119.7 12.6 109 9, 91~ 1'-~ .-
TEST LOCATION:
217
218
RETAINING WALL AT STATION #15+75 SOUTH SIDE OF WALL
RETAINNG WALL AT STATION #16+25 NORTH SIDE 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. RETEST
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Geotechnical Engineering · ConstTuction Materia~ Testing · Environmental Engineering · Consuttir~
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 9/29/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-85A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~,,,~ NUMBER MOISTURE DRY DENSrn' MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
226 9/29/99 FG-2.0 5 13.5 111.9 17.0 108 97 1-A
227 9/29/99 FG-1.0 5 13.5 111.9 16.2 109 97 1-A
228 9/29/99 FG-1.0 5 13.5 111.9 16.2 109 97 1-A
229 9/29/99 FG-1.0 5 13.5 111.9 16.1 109 98 1-A
230 9/29/99 FG-1.0 5 13.5 111.9 16.6 108 97 1-A
TEST LOCATION:
226 RETAINING WALL AT STATION #15+75
227 RETAINING WALL AT STATION #15,=75
228 RETAINING WALL AT STATION #16+25
229 RETAINING WALL AT STATION #16+25
230 RETAINING WALL AT STATION #15+75
1. FILL
2, NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
W 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 · ConslnJCfion Materials Testing · Environmental Engineering · Consutflng
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 9/29/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-85A
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~.~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
226 9/29/99 FG-2.0 5 13.5 111.9 17.0 108 97 1-A
227 9/29/99 FG-I.0 5 13.5 111.9 16.2 109 97 1-A
228 9/29/99 FG-I.0 5 13.5 111.9 16.2 109 97 1-A
229 9/29/99 FG-1.0 5 13.5 111.9 16.1 109 98 1-A
230 9/29/99 FG-1.0 5 13.5 111.9 16.6 108 97 1-A
TEST LOCATION:
226 RETAINING WALL AT STATION #15+75
227 RETAINING WALL AT STATION #15 75
228 RETAINING WALL AT STATION #16+25
229 RETAINING WALL AT STATION #16+25
230 RETAINING WALL AT STATION #15+75
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS .,~,.~.~~
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting