Townhouses-LR000717ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 76229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/17/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-31A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAYJMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSIT~f COMPACTION COMMENT'
481 07/17/00 FG-4.6 2 19.0 100.4 19.7 98 98 1-A
482 07/17/00 FG-4.1 2 19.0 100.4 21.9 97 97 1-A
483 07/17/00 FG~.7 2 19.0 100.4 19.9 98 97 1-A
484 07/17/00 FG-5.3 2 19.0 100.4 19.5 98 98 1-A
485 07/17/00 FG-5.4 2 19.0 100.4 21.0 97 97 1-A
486 07/17/00 FG-5.7 2 19.0 100.4 19.6 99 98 1 -A
487 07/17/00 FG-5.8 2 19.0 100.4 21.1 97 97 1-A
TEST LOCATION:
481 BLOCK B, PAD#9
482 BLOCKB, PAD#10
483 BLOCK B, PAD #11
484 BLOCK B, PAD#12
485 BLOCK B, PAD #13
486 BLOCK B, PAD #14
487 BLOCK B, PAD #15
CC: STEVE TOPLETZ, ANDANTE
1. FILL * A. IN PLACE PERCENT MOI~3JRE AND PERCENT COMPACTION CONIPLY WITH SPECIFICATIONS ~,
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~pl
3. LIME STAI~LIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4~ CEMENTTREATED D RETEST
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: 972/406-8023
TESTED FOR
LEMPDEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/17/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-31
TEST DATA:
TEST ~ ELEV, SOIL ID OPTIMUM MAXIMUM LAe IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
474 07/17/00 FG-5.3 2 19.0 100.4 20.9 97 97 1-A
475 07/17/00 FG-5.2 2 19.0 100.4 20.2 97 97 1-A
476 07/17/00 FG-4.6 2 19.0 100.4 21.7 96 96 1-A
477 07/17/00 FG-4.5 2 19.0 100.4 20.1 98 97 1-A
478 07/17/00 FG-4.5 2 19.0 100.4 20.9 97 97 1-A
479 07/17/00 FG-4.5 2 19.0 100.4 19.7 98 98 1-A
480 07/17/00 FG-5.6 2 19.0 100.4 21.5 97 97 1-A
TEST LOCATION:
I
474 IBLOCK A, PAD #16
475 BLOCKA, PAD#14
476 BLOCKA, PAD#13
477 BLOCKA, PAD#12
478 BLOCK A, PAD #11
479 BLOCK A, PAD #10
480 BLOCK A, PAD #9
CC: STEVE TOPLETZ, ANDANTE
I FILL
2. NATURAL SUBGRADE
3. LIME STAINLIZED
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 CO{VlPLY WITH SPECIFICATIONS
D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering
ALPHA TESTINg, INC.
2209 Wisconsin St., Suite 100
Dallas, 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 07/17/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-26B
TEST DATA:
TEST ~ ELEV. SOIL ID O~TIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY OENS~TY COMPACTION COMMENT*
% PCF % PCF
383 07/17/00 FG-8.8 2 19.0 100.4 19.9 100 100 1 -A
384 07/17/00 FG-6.3 2 19.0 100.4 21.8 99 98 1-A
385 07/17/00 FG-6.2 2 19.0 100.4 22.5 98 98 1 -A
386 07/17/00 FG-6.6 2 19.0 100.4 19.9 99 99 1-^
387 07/17/00 FG-6.1 2 19.0 100.4 23.1 96 96 1-A
388 07/17/00 FG-7.0 2 19.0 100.4 21.2 98 98 1-A
389 07/17/00 FG-7.6 2 19.0 100.4 20.9 98 98 1 -A
TEST LOCATION:
383 BLOCK AI PAD #61
384 BLOCK A~ PAD #61
385 BLOCK A~ PAD #62
386 BLOCK At PAD #63
387 BLOCK A, PAD #63
388 BLOCK A, PAD #65
389 BLOCK B, PAD #3
CC: STEVE TOPLETZ, ANDANTE
Geotechnical Engineering · Construction Materials Testing · Environmental Engineedng · Consulting
ALPH~FESTING, INC.
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Do#as, Texas 7fi229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/17~00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.
00430-26A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENStTY MOISI~JRE DRY DENSr~Y COMPACTION COMMENT*
376 07/17/00 FG-8.1 2 19.0 100.4 19.7 98 98 1-A
377 07/17/00 FG-8.3 2 19.0 100.4 20.4 99 99 1-A
378 07/17/00 FG-8.8 2 19.0 100.4 19.9 100 99 1-A
379 07/17/00 FG-9.6 2 19.0 100.4 20.0 99 99 1-A
380 07/17/00 FG-9.1 2 19.0 100.4 21.9 98 97 1-A
381 07/17/00 FG-8.5 2 19.0 100.4 20.2 100 100 1-A
382 07/17/00 FG-8.3 2 19.0 100.4 21.4 98 98 1-A
TEST LOCATION:
376 BLOCK B, PAD#35
377 BLOCK B, PAD #34
378 BLOCK B, PAD #38
379 BLOCK B, PAD#37
380 BLOCK B, PAD#37
381 BLOCK B, PAD#36
382 BLOCK B, PAD#38
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
* A. IN PLACE PERCENT MOISTURE AN{:) PERCENT COMPACTION COMPLy VVI3~ SPECIFICA3~ONS
B. PERCENT COMP^CTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
ALP H;~'--T-.ESTING, I1~
Geotechnical Engineedng · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 100
Dallas, Texas 76229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/17/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.
00430-26
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~.~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSrI~ COMPACTION COMMENT*
369 07/17/00 FG-7.0 2 19.0 100.4 20.7 98 97 1 -A
370 07/17/00 FG-6.7 2 19.0 100.4 21.9 97 97 1-A
371 07/17/00 FG-8.4 2 19.0 100.4 20.9 100 99 1-A
372 07/17/00 FG-7.6 2 19.0 100.4 22.1 98 98 1 -A
373 07/17/00 FG-8.4 4 20.0 101.9 20.0 102 100 1-A
374 07/17/00 FG-8.8 4 20.0 101.9 20.8 101 99 1-A
375 07/17/00 FG-8.6 4 20.0 101.9 20.0 101 99 1-A
TEST LOCATION:
369 BLOCK B, PAD #29 ~
370 BLOCK B, PAD #30
371 BLOCK B, PAD#31
372 BLOCK B, PAD #32
373 BLOCK B, PAD #33
374 BLOCK B, PAD #34
375 BLOCK B, PAD #35
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SUBGRADE
3, LIME STABILIZED
4. CEMENT TREATED
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPt. Y WITH SPECIFICATIONS
B, PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C, PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALt [I-~/~--~ESTIN~ INC.
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Do#as, Texas 70229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/17/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO, 00430-25B
TEST DATA:
TEST ~ ELEV, SOIL ID OP~MUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRYDENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
362 07/17/00 FG-7.6 2 19,0 100.4 19.9 101 100 1 -A
363 07/17/00 FG-7.1 2 19.0 100.4 21.2 100 99 1-A
364 07/17/00 FG-8.0 2 19.0 100.4 21.6 99 98 1-A
365 07/17/00 FG-7.5 2 19.0 100,4 21.8 99 98 1-A
366 07/17/00 FG-7.6 2 19.0 100.4 21.7 99 99 1 -A
367 07/17/00 FG-7.1 2 19,0 100.4 20.5 100 100 1-A
368 07/17/00 FG-4.9 2 19.0 100.4 22.2 99 98 1-A
TEST LOCATION:
362 BLOCK A, PAD #63
363 BLOCK A, PAD #63
364 BLOCK A, PAD #64
365 BLOCKA, PAD ~64
366 BLOCKA, PAD ~65
367 BLOCKA, PAD #65
368 · BLOCK A, PAD #55
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 SPEC/FICATIONS
C PERCEN~ IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
ALP~A'?ESTING, INC,
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Do#os. Texo~ 7~229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
LEMPDEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/17/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.
00430-25A
TEST DATA:
TEST ~ ELEV. SOIL ID O~MUa MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH'~ NUMBER MOISTURE DRYDENSITY MOISTURE DRYDENSITY CO~4PAC'~ON COMMENT*
355 07/17/00 FG-6.7 2 19.0 100.4 23.4 96 96 1-A
356 07/17/00 FG-6.2 4 20.0 101.9 20.2 102 100 1-A
357 07/17/00 FG-7.8 4 20.0 101.9 20.0 101 99 1-A
358 07/17/00 FG-7.3 4 20.0 101.9 22.5 99 97 1-A
359 07/17/00 FG-7.2 4 20.0 101.9 20.2 102 100 1 -A
360 07/17/00 FG-6.7 4 20.0 101.9 23.0 98 97 1-A
361 07/17/00 FG~8.1 4 20.0 101.9 20.6 102 100 1-A
TEST LOCATION:
355 BLOCKA, Pad #59
356 BLOCK A, PAD #.59
357 BLOCKA, PAD~61
358 BLOCK A, PAD #61
359 BLOCK A, PAD #62
360 BLOCK A, PAD #62
361 BLOCKA, PAD #63
CC: STEVE TOPLETZ, ANDANTE
1~ FILL
2. NATURAL SUBGRADE
3. UME STABILIZED
4. CEMENT TREATED
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS B. PERCENT COMPACTIO~I DOES NOT COMPLy WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DO~$ NOT COMPLy WITH SPECIFICATIONS
Geotechnical Engineedng ~ Construction Materials Testing · Environmental Engineedng · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro,)
tAX: 972/406-8023
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/17/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORTNO.
00430-25
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
348 07/17/00 FG-5.9 4 20.0 101.9 21.3 102 100 1-A
349 07/17/00 FG-5.4 4 20.0 101.9 21.4 101 99 1-A
350 07/17/00 FG-6.8 4 20.0 101.9 21.1 102 100 1-A
351 07/17/00 FG-6.3 4 20.0 101.9 24.5 100 98 1-A
352 07/17/00 FG-6.7 4 20.0 101.9 21.7 99 97 1-A
353 07/17/00 FG-6.2 4 20.0 101.9 22.1 99 97 1-A
354 07/17/00 FG-6.7 4 20.0 101.9 22.9 99 97 1-A
TEST LOCATION:
348 BLOCKA, PAD#55
349 BLOCK A, PAD ~55
350 BLOCK A, PAD #56
351 BLOCKA, PAD#56
352 BLOCK A, PAD #57
353 BLOCKA, PAD #57
354 BLOCKA, PAD #58
CC: STEVE TOPLETZ, ANDANTE
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 P!.~CE MOISTURE DOES NOT COMPLY Wl~'l SPECIFICATIONS
4. CEMENT'TREATED D. RETEST
ALPRI~'3'ESTING, INC.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting