ST9302-LR001014ALPHA TESTING, INC.
2209 Wisconsin 5?. Suite 100
D~llos. Texas 7,~229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CITY OF COPPELL DATE 10/14/00
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-159
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PI. ACE[ PERCENT
NO. DATEDEPT~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY D~NS~TY COMPACTION COMMENT*
% PCF % PCF
496 10/14/00 FG 11L 13.7 109.4 15.2 106 97 1-A
497 10/14/00 FG 11L 13.7 109.4 15.0 106 97 1-A
498 10114/00 FG 11L 13.7 109.4 15.1 108 99 1-A
499 10/14/00 FG 11L 13.7 109.4 15.0 110 101 1-A
500 10/14/00 FG 11L 13.7 109.4 14.3 111 101 1-A
501 10/14/00 FG 10L 16.6 110.3 17.0 110 100 1-A
502 10/14/00 FG 10L 16.6 110.3 17.8 109 98 1-A
TEST LOCATION:
496 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #17+00
497 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #18+00
498 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #66+00
499 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION ~68+00
500 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #70+00
501 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #72+00
502 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #74+00
CC: NONE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL ~UBORADE B. F:~"RC~ COMPACTION DOES NOT COMI~.Y ~ SPECIFICATIONS
3. EME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
Geotechnical Engineedng · Construction Mate#als Testing · Environmental Engineedng
ALPHA TESTING, INC.
2209 VVIsconsin St., Suite 100
Do#os, Texos 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CITY OF COPPELL DATE 10/14/00
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-159A
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV.; SOIL ID OPTIMUM MAYJMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
503 10/14/00 FG 11L 13.7 109.4 14.5 107 98 3-A
504 10/14/00 FG 11L 13.7 109.4 15.8 109 100 3-A
505 10/14/00 FG 11L 13.7 109.4 14.9 106 97 3-A
506 10/14/00 FG 11L 13.7 109.4 14.8 110 101 3-A
507 10/14/00 FG 10L 16.6 110.3 16.8 112 102 3-A
508 10/14/00 FG 10L 16.6 110.3 17.5 111 100 3-A
509 10/14/00 FG 10L 16.6 110.3 17.2 111 101 3-A
TEST LOCATION:
503 RETEST OF TEST #482 PERFORMED ON 10/13/00
504 RETEST OF TEST #483 PERFORMED ON 10/13/00
505 RETEST OF TEST #484 PERFORMED ON 10/13/00
506 RETEST OF TEST ~485 PERFORMED ON 10/13/00
507 RETEST OF TEST ~t489 PERFORMED ON 10/13/00
508 RETEST OF TEST #490 PERFORMED ON 10/13/00
509 RETEST OF TEST ~491 PERFORMED ON 10/13/00
CC: NONE
1. FILL
2. NATURAL SUBGR^DE
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 Engineering
· Cons~in,.
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Da#os, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-80__23
TESTED FOR
CITY OF COPPELL
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 10/14/00
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-159B
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSnY COMPACnON COMMENT*
% PCF % PCF
510 10/14/00 FG 11L 13.7 109.4 14.0 111 102 3-A
511 10/14/00 FG 11L 13.7 109.4 15.3 107 98 3-A
TEST LOCATION:
510' RETEST OF TEST ~493 PERFORMED ON 10/13/00
511 RETEST OF TEST #494 PERFORMED ON 10/13/00
CC: NONE
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. UME ~TAB~LIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
Geotechnical Engineedng · Construction Matedals Testing · Environmental Enginee~ng Itin
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