Townhouses-LR000719ALPHA TESTINg, INC.
2209 Wisconsin St., Suite
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 07/19/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.
00430-30B
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*
467 07/19/00 FG-6.6 2 19.0 100.4 20.3 99 98 1-A
468 07/19/00 FG-6.9 2 19.0 100.4 19.8 100 99 1-A
469 07/19/00 FG-5.7 2 19.0 100.4 19.0 99 99 1-A
470 07/19/00 FG.-6.0 2 19.0 100,4 19.8 101 100 1-A
471 07/19/00 FG-7.0 2 19.0 100.4 22.3 98 98 1-A
472 07/19/00 FG-6.5 2 19.0 100.4 21.4 97 97 1 -A
473 07/19/00 FG-7.1 2 19.0 100.4 21.8 97 97 1-A
TEST LOCATION:
467 BLOCK B, PAD #.32
468 BLOCK B, PAD#31
469 :BLOCK B, PAD #30
470 BLOCK B, PAD ~r29
471 BLOCK B, PAD#28
472 BLOCK B, PAD #28
473 BLOCK B, PAD #27
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 ed
3. LIME STABILIZED C, PERCENT IN PLACE MOISTURE DOES NOT COMPLY W~TH SPECIFICATIONS
4. CEMENT~EATED D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · /
ALPHA TESTING, INC.
2209 Wisconsin St., Suite
Dollos, 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 07/19/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.
00430-30A
TEST DATA:
TEST ~. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
460 07/19/00 FG-7.0 2 19.0 100.4 22.2 99 99 1-A
461 07/19/00 FG-7.6 2 19.0 100.4 19.9 100 100 1-A
462 07/19/00 FG-7.1 2 19.0 100.4 20.9 96 96 1-A
463 07/19/00 FG-7.3 2 19.0 100.4 21.1 98 97 1-A
464 07/19/00 FG-6.8 2 19.0 100.4 19.8 98 98 1-A
465 07/19/00 FG-7.4 2 19.0 100.4 19.8 102 101 1-A
466 07/19/00 FG-6.9 2 19.0 100.4 22.0 100 99 1-A
TES' LOCATION:
460 BLOCK B, PAD #36
461 BLOCK B, PAD #35
462 BLOCK B, PAD #35
463 'BLOCK B, PAD #34
464 BLOCK B, PAD #34
465 BLOCK B, PAD #33
466 BLOCK B, PAD#33
CC: STEVE TOPLETZ, ANDANTE
ILL A. IN PLACE PERCENT MOISTURE AND PiERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENTCOMPACTION DOES NOTCOMPLYWITH SPECIFICATIONS
3. LIME STAI31MZED C PERCENT iN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4, CEMENT TREATED D. RETEST
Geotechnical Engineedng · Construction Materials Testing · Environmental Engineering · ·
ALPHA TESTING, INC.
2209 Wisconsin 5't., 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 07/19/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-30
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE ~N PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE ORY DENSFTY COMPACTION COMMENT'
96 PCF % PCF
453 07/19/00 FG-7.5 2 19.0 100.4 21.1 96 96 I-A
454 07/19/00 FG-7.0 2 19.0 100.4 22.2 96 95 1-A
455 07/19/00 FG-7.3 3 21,6 98.8 22.6 94 95 1-A
456 07/19/00 FG~).8 3 21.6 98.8 21.9 94 95 1-A
457 07/19/00 FG-7.6 2 19.0 100.4 21.0 96 95 1-A
458 07/19/00 FG-7.1 2 19.0 100.4 20.0 99 99 1-A
459 07/19/00 FG-7.5 2 19.0 100.4 21.1 99 99 1-A
TEST LOCATION:
453 BLOCK B, PAD#39
454 BLOCK B, PAD #39
455 BLOCK B, PAD#38
456 BLOCK B, PAD#38
457 BLOCK B, PAD#37
458 BLOCK B, PAD#37
459 BLOCK B, PAD #36
1 FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4~ CEMENT TREATED
CC: STEVE TOPLETZ, ANDANTE
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WiTH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIF~ATIONS
D, RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Englneenng · Cons~ltin~
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 07/19~0
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-29B
TEST DATA:
TEST ! ~ ELEV,~ SOIL ID OP'rlMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO, DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
446 07/19~00 FG-6.2 2 19.0 100.4 21.9 96 96 I-A
447 07/19/00 FG-5.6 2 19.0 100.4 21.3 97 97 1-A
448 07/19/00 FG-5.3 2 19.0 100.4 20.6 97 97 1-A
449 07/19/00 FG-5.3 2 19.0 100.4 21.7 96 96 1-A
450 07/19/00 FG-5.1 2 19.0 100.4 22.3 96 96 1-A
451 07/19/00 FG-6.9 2 19.0 100.4 20.5 98 97 1-A
452 07/19/00 FG-6.8 2 19.0 100.4 21.0 97 97 1-A
TESTLOCATION:
446 BLOCK A, PAD
447 BLOCKA, PAD#19
448 BLOCK A, PAD #18
449 BLOCK A, PAD #17
450 BLOCK A, PAD #9
451 BLOCKA, PAD #7
452 BLOCK A, PAD ~
CC: STEVE TOPLETZ, ANDANTE
I 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 SPECIFICA'rlONS
4. CEMENT TREATED D, RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Cons~/Itii
ALPHA TESTING, INC.
2209 Wisconsin St., Suite
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 07/19/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-29A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DEN$1'Pf COMPACTION COMMENT*
% PCF % PCF
439 07/19/00 FG.-6.6 2 19.0 100.4 22.3 96 95 1-A
440 07/19/00 FG-6.0 2 19.0 100.4 20.7 98 97 1-A
441 07/19/00 FG-6:0 2 19.0 100.4 22.0 96 96 1-A
442 07/19/00 FG-6.8 2 19.0 100.4 23.0 95 95 1 -A
443 07/19/00 FG-5.8 2 19.0 100.4 22.1 96 96 1-A
444 07/19/00 FG-6.6 2 19.0 100.4 21.8 97 97 1-A
445 07/19/00 FG-6.1 2 19.0 100.4 21.1 97 97 1-A
TEST LOCATION:
439 CLUBHOUSE AREA
440 CLUBHOUSE AREA
441 BLOCK B, PAD #4
442 BLOCK B, PAD #5
443 BLOCK B, PAD ~
444 BLOCK B, PAD #7
445 BLOCK A, PAD
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 SPECIFICA3~ONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
O. 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 07/19/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.
00430-29
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
432 07/19/00 FG~6.1 2 19.0 100.4 22.3 96 95 I-A
433 07/19/00 FG.-6.0 2 19.0 100.4 21.8 96 95 I-A
434 07/19/00 FG-5.1 2 19.0 100.4 22.6 96 95 1-A
435 07/19/00 FG-5.2 2 19.0 100.4 21.2 96 96 1 -A
436 07/19/00 FG-5.3 2 19.0 100.4 22.6 96 96 1-A
437 07/19/00 FG-5.2 2 19.0 100.4 22.2 96 95 1-A
438 07/19/00 FG-5.2 2 19.0 100.4 21.3 97 97 1-A
TESTLOCATION:
432 BLOCK A, PAD~65
433 BLOCKA, PAD~64
434 BLOCKA, PAD
435 BLOCKA, PAD
436 BLOCK A, PAD ~61
437 BLOCK A, PAD #58
438 BLOCKA, PAD#59
CC: STEVE TOPLETZ, ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SU~GRADE . B. PERCENT COMPACllO~I DO~S NOT COMPLY WITH S~ECIFICATIONS ~
3, LIME STABILIZED C, PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH S~ECIFICATIONS
4. CEMENT TREATED D. RETEST
AL~
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Co~ull
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 07/19/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-28A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOI~llJRE DRY DENSIT~ MOISTURE DRY DENSITY COMPACTION COMMENT*
425 07/19/00 FG-5.3 2 19.0 100.4 20.7 97 97 1-A
426 07/19/00 FG-5.5 2 19.0 100.4 21.4 97 97 1-A
427 07/19/00 FG-5.6 2 19.0 100.4 21.8 97 96 1-A
428 07119/00 FG-5.5 2 19.0 100.4 21.6 96 96 1-A
429 07/19/00 FG-5.0 2 19.0 100.4 20.5 98 97 1-A
430 07/19/00 FG-7.1 2 19.0 100.4 22.0 97 96 1-A
431 07/19/00 FG-6.6 2 19.0 100.4 20.8 97 96 1-A
TEST LOCATION:
425 BLOCKA, PAD #56
426 BLOCK A, PAD ~64
427 BLOCK A, PAD ~65
428 BLOCK B, PAD
429 BLOCK B, PAD #2
430 BLOCK B, PAD#3
431 BLOCK B, PAD #3
CC: STEVE TOPLETZ, ANDANTE
ILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPly WlI~ S~EClFICATIONS ~tsd
3 UME STABILIZED C. PERCENT IN PLACE MOIs~rURE DOES NOT COMPLy wrrH S~ECIFICATIONS
4. CEMENTTRF~TED D. RETEST
Geotechnical Engineering · Construction Matedals Testing · Environmental Engineering
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Meflo,)
FAX: 972/406-8023
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/19/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-28
TEST DATA:
TEST ~ ELEV. SOIL ID OF~TIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRYCENSITY MOISTURE DRYDENBI'rY COMPACTION COMMENT*
418 07/19/00 FG-7.6 2 19.0 100.4 22.1 96 96 1-A
419 07/19/00 FG-7.6 2 19.0 100.4 20.7 97 96 1 -A
420 07/19/00 FG-7.1 2 19.0 100.4 21.4 97 96 1 -A
421 07/19/00 FG-6.1 2 19.0 100.4 21.5 97 96 1-A
422 07/19~00 FG-6.8 2 19.0 100.4 22.5 96 96 1-A
423 07/19~00 FG-6.4 2 19.0 100.4 22.4 96 96 1 -A
424 07/19/00 FG-3.4 2 19.0 100.4 22.8 95 95 1-A
TESTLOCATION:
418 BLOCKA, PAD#3
419 BLOCKA, PAD't4
420 BLOCK A, PAD ft4
421 BLOCK A, PAD f/6
422 BLOCK A, PAD #6
423 BLOCK A, PAD #7
424 BLOCKA, PAD #55
CC: STEVE TOPLETZ, ANDANTE
1, FILL
2. NA3~IRAL SUBGRADE
3 LIME STABILIZED
4. CEMENT TREATED
~ A. IN PLACE PERCENT MOJSTURE AND PERCENT C(3MPACTION COMPLY 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