Townhouses-LR000718ALPHA TESTING, INC.
2209 Wisconsin St., Suite
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
LEMPDEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/18/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-27C
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*
% P~F % PCF
4'11 07118100 FG-8.0 2 19.0 100.4 21.1 99 99 I-A
412 07/18/00 FG-8.6 2 19.0 100.4 20.2 99 98 1-A
413 07/18/00 FG-8.1 2 19.0 100.4 22.5 95 95 1-A
414 07/18/00 FG-7.8 2 19.0 100.4 21.4 96 96 1-A
415 07/18/00 FG-8.1 2 19.0 100.4 21.6 98 97 1-A
416 07/18/00 FG-8.6 2 19.0 100.4 20.6 99 99 1 -A
417 07/18/00 FG-8.1 2 19.0 100.4 20.6 99 99 1-A
TEST LOCATION:
411 BLOCK B, PAD #36
412 BLOCK B, PAD f~37
413 BLOCKB, PAD#37
414 BLOCK B, PAD#38
415 BLOCKA, PAD~4
416 BLOCKA, PAD#3
417 BLOCKA, PAD#3
CC: STEVE TOPLETZ, ANDANTE
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
ALPH~eSTING, INC./
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Da#os, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/18/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.
00430-27B
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*
404 07/18/00 FG-6.5 2 19.0 100.4 20.6 98 97 1 -A
405 07/18/00 FG-6.2 2 19.0 100.4 19.5 98 97 1-A
406 07/18/00 FG-7.9 2 19.0 100.4 19.6 97 97 1-A
407 07/18/00 FG-7.4 2 19.0 100.4 20.6 98 98 1 -A
408 07/18/00 FG-7.1 2 19.0 100.4 20.5 98 98 1-A
409 07/18/00 FG-7~9 2 19.0 100.4 19.8 98 97 1 -A
410 07/18/00 FG-7.8 2 19.0 100.4 19.2 99 99 1-A
TEST LOCATION:
404 BLOCK B, PAD ~29
405 BLOCK B, PAD #30
406 BLOCK B, PAD #31
407 BLOCK B, PAD #31
408 BLOCK B, PAD #32
409 BLOCK B, PAD #33
410 BLOCK B, PAD#34
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SUBGR^DE
3. LIME STABILIZED
4, CEMENT TREA~ED
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH S~°ECIFICATIONS
B. PERCENT COMPACTIOf~I DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallos, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/18/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-27A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRYDENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
397 07/18/00 FG-5.7 2 19.0 100.4 19.6 100 99 1-A
398 07/18/00 FG-5.7 2 19.0 100.4 19.4 100 99 1-A
399 07/18/00 FG-5.8 2 19.0 100.4 20.3 99 98 1-A
400 07/18/00 FG-5.7 2 19.0 100.4 20.5 98 98 1-A
401 07/18/00 FG-6.5 2 19.0 100.4 19.9 99 99 1 -A
402 07/18~00 FG~5.6 2 19.0 100.4 20.0 98 98 1-A
403 07/18/00 FG~.6 2 19.0 100.4 19.0 99 99 1-A
TEST LOCATION:
397 BLOCK A, PAD #58
398 BLOCK A, PAD #59
399 BLOCK A, PAD//61
400 BLOCKA, PAD~2
401 BLOCK A, PAD #64
402 BLOCK A, PAD #63
403 BLOCK A, PAD #65
CC: STEVE TOPLETZ, ANDANTE
1 FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
* A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY W~TH SPECIFICATIONS
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Geotechnicel Engineering · Construction Materials Testing · Environmental Engineedng · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 1DO
Dollc~, Texos 76229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/18~0
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-27
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENS~Y MOISTURE DRY DENSITY COMPACTION COMMENT*
390 07/18/00 FG-4.4 2 19.0 100.4 20.6 96 96 1-A
391 07/18/00 FG-3.9 2 19.0 100.4 21.5 96 96 1-A
392 07/18/00 FG-6.3 2 19.0 100.4 21.3 96 96 1-A
393 07/18/00 FG-5.8 2 19.0 100.4 21.0 97 96 1-A
394 07/18/00 FG-5.7 2 19.0 100.4 20.1 97 96 1-A
395 07/18/00 FG-5.2 2 19.0 100.4 20.6 96 96 1 -A
396 07/18/00 FG-6.2 2 19.0 100.4 20.0 97 97 1-A
TES' LOCATION:
390 BLOCK A, PAD #55
391 BLOCK A, PAD #55
392 BLOCK A, PAD ~56
393 BLOCK A, PAD #56
394 BLOCK A, PAD ~57
395 BLOCK A, PAD ~57
396 BLOCK A, PAD #58
CC: STEVE TOPLETZ, ANDANTE
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 WrIH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT CO~PLY WITH SPECIFICATIONS
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPH;ar~FESTING, INC~