Townhouses-LR000714ALPHA TESTING, INC.
2209 Wisconsin St., Suite
D~llos, Texas 70229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/14/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-23A
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 COMPACTIO~I COMMENT*
316 07/14/00 FG-7.9 2 19.0 100.4 19.8 97 96 1 -A
317 07/14/00 FG-6~I 2 19.0 100.4 21.5 96 96 1-A
318 07/14/00 FG-5.0 2 19.0 100.4 20.9 96 95 1-A
319 07/14/00 FG-5.0 2 19.0 100.4 19.5 97 97 1-A
320 07/14/00 FG-5.0 2 19.0 100.4 20.2 96 96 1 -A
321 07114/00 FG-5.1 2 19.0 100.4 20.1 97 96 1-A
322 07/14/00 FG-5.7 2 19.0 100.4 20.7 96 95 1 -A
TEST LOCATION:
316 BLOCKA, PAD#7
317 BLOCK A, PAD #9
318 B~OCK A, PAD #10
319 BLOCKA, PAD#11
320 BLOCK A, PAD #12
321 BLOCK A, PAD #13
322 BLOCKA, PAD#14
CC: STEVE TOPLETZ, ANDANTE
1. FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRA~E B. PERCENT COMPACTION DOES NOT COMPLY WiTH SPECIFICATIONS
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4, CEMENT TREATED D, RETEST
ALPHA
Geotechnical Engineering · Construction Mater/als Testing · Environmental Engineering ·.Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallos, Texos 7~229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/14/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-23
TEST DATA:
TEST ~ ELEV. SOIL ID O~:mMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOIS~i~JRE DRY DENSITY COMPACTION COMMENT*
309 07/14/00 FG-7.3 2 19.0 100.4 19.9 99 99 1-A
310 07/14/00 FG-6.3 2 19.0 100.4 19.1 101 100 1-A
311 07/14/00 FG-7.1 2 19.0 100.4 21.1 99 98 1-A
312 07/14/00 FG-4.7 2 19.0 100.4 21.3 99 98 1-A
313 07/14/00 FG-5.1 2 19.0 100.4 20.7 99 98 1-A
314 07/14/00 FG-4.6 2 19.0 100.4 19.5 99 99 I~A
315 07/14/00 FG-5.2 2 19.0 100.4 21.3 98 98 1 -A
TEST LOCATION:
309 BLOCK B, PAD #5
310 BLOCK B, PAD #6
311 BLOCK B, PAD #7
312 BLOCK B, PAD#8
313 BLOCK B, PAD#9
314 BLOCKB, PAD#10
315 BLOCKB, PAD#11
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT 3~EATED
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MO~S~JRE DOES NOT COMPLY WiTH SPECIFICATIONS
D. RETEST
R
ALPI~IA-'rESTING, INC.
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: {)72/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/14/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.
00430-22A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB ' IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY CENSi3'Y MOISTURE DRY DENSITY COMPACTION COMMENT*
302 07/14/00 FG-5.7 2 19.0 100.4 20.4 99 99 1 -A
303 07/14/00 FG-5.8 2 19.0 100.4 21.2 98 98 1 -A
304 07/14/00 FG-5.9 2 19.0 100.4 20.5 98 98 1 -A
305 07/14/00 FG-6.2 2 19.0 100.4 19.6 1 O0 99 1 -A
306 07/14/00 FG-6.3 2 19.0 100.4 20.1 99 99 1-A
307 07/14/00 FG-6.5 2 19.0 100.4 20.5 98 98 1 -A
308 07/14/00 FG-7.8 2 19.0 100.4 21.2 98 98 1 -A
TEST LOCATION:
302 BLOCK B, PAD #11
303 BLOCK B, PAD #12
304 BLOCK B, PAD #13
305 BLOCK B, PAD#14
306 BLOCK B, PAD #15
307 BLOCK B, PAD #4
308' BLOCK B, PAD #5
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2, NATURAL SUBGRADE
3. LIME STABILIZED
4 CEMENT TREATED
~ A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLy W13~I SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RE-rEST
R
ALPH~-~r. STING, INC7
Geotechnical Engineering · Construction Materials Testing · Environmenta~ Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dall~s, Texos 75229
972/620-8911 - 972/263-4937 [Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/14/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-22
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*
295 07/14/00 FG-8.9 2 19.0 100.4 19.8 100 99 1 -A
296 07/14/00 FG-8.4 2 19.0 100.4 20.6 98 98 1-A
297 07/14/00 FG-6.6 2 19.0 100.4 20.3 99 99 1 -A
298 07/14~00 FG-5.5 2 19.0 100.4 19.8 99 99 1 -A
299 07/14/00 FG-5.5 2 19.0 100.4 20.5 99 99 1-A
300 07/14/00 FG-5.5 2 19.0 100.4 20.7 98 98 1 -A
301 07/14/00 FG-5.6 2 19.0 100.4 21.6 98 98 1 -A
TEST LOGATION:
295 BLOCK A, PAD #7
296 BLOCK A, PAD #7
297 BLOCK A, PAD ~9
298 BLOCK A, PAD #10
299 BLOCK A, PAD #11
300 BLOCKA, PAD#12
301 BLOCKA, PAD #13
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SU~GRADE
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 tN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D RETEST
ALPHA'I~STING, INC.-'*~
Geotechnical Engineering · Construction Matenals Testing · Environmental Engineering · Consulting