Townhouses-LR000713ALPHA TESTING, INC.
220~ Wisconsin St., Suite
Dallos, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/13/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-21A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRYDENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
288 07/13/00 FG-7.4 2 19.0 100.4 21.7 98 98 1 -A
289 07/13/00 FG-6.9 2 19.0 100.4 21.2 99 98 1-A
290 07/13/00 FG-8.8 2 19.0 100.4 21.7 98 98 1-A
291 07/13/00 FG-8.3 2 19.0 100.4 20.9 99 99 1 -A
292 07/13/00 FG-8.2 2 19.0 100.4 20.1 99 99 1-A
293 07/13/00 FG-7.7 2 19.0 100.4 20.1 99 99 1 -A
294 07/13/00 FG-7.7 2 19.0 100.4 19.3 100 100 1-A
TEST LOCATION:
288 BLOCK A, PAD ~55
289 BLOCK A, PAD #55
290 BLOCK A, PAD #56
291 BLOCKA, PAD ~56
292 BLOCKA, PAD#57
293 BLOCKA, PAD#57
294 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 wr~H SPECIFICATIONS B, PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C, PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
ALPHA TESTING, INC.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTIN( , INC.
2209 WL~consln St., Suite 100
Dallos, 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 07/13/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-21
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRYD~NSITY MOISTURE DRYDENEdTY COMPACTION COMMENT*
% ~ % PCF
281 07/13/00 FG-8.2 2 19.0 100.4 19.4 99 99 1 -A
282 07/13/00 FG-7.7 2 19.0 100.4 19.8 99 99 1-A
283 07/13/00 FG-9.3 2 19.0 100.4 19.9 99 99 1-A
284 07/13/00 FG-8.8 2 19.0 100.4 21.1 98 97 1-A
285 07/13/00 FG-8.7 2 19.0 100.4 19.6 99 99 1-A
286 07/13/00 FG-8.2 2 19.0 100.4 20.4 99 98 1-A
287 07/13/00 FG-9.1 2 19.0 100.4 21.1 98 98 1-A
TEST LOCATION:
281 BLOCKA, PAD#59
282 BLOCK A, PAD #59
283 BLOCK A, PAD #61
284 BLOCKA, PAD ~61
285 BLOCK A, PAD #62
286 BLOCK A, PAD ~62
287 BLOCK A, PAD #63
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SUBGRACXE
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
{:).RE'TEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Dallas. Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/13~00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-20B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~,,.t NUMBER MOISTURE DRYDENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% [=CF % PCF
275 07113/00 FG-8.1 4 20.1 101.9 21.3 97 95 1-A
276 07/13/00 FG-7.0 4 20.1 101.9 21.4 97 95 1-A
277 07/13/00 FG-8.3 4 20.1 101.9 22.1 97 95 1-A
278 07/13/00 FG-6.8 4 20.1 101.9 20.7 98 96 1-A
279 07/13/00 FG-7.6 4 20.1 101.9 21.2 97 96 1-A
280 07/13/00 FG-5.2 4 20.1 101.9 21.6 98 96 1-A
TEST LOCATION:
275 BLOCK B, PAD #G
276 BLOCK B, PAD #4
277 BLOCK B, PAD ~5
278 BLOCK B, PAD~6
279 BLOCK B, PAD #7
280 BLOCK B, PAD #8
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4, CEMENT TREATED
* A. tN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH S~ECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
Geotechnical Engineedng · Construction Mate#als Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin ~t., Suite 100
Dallos, Texas 76229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/13/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORTNO.
00430-20A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSI~f COMPACTION COMMENT'
268 07/13/00 FG-9.0 4 20.1 101.9 21.5 97 95 1-A
269 07/13/00 FG-9.6 4 20.1 101.9 21.3 97 96 1-A
270 07/13/00 FG-9.3 4 20.1 101.9 20.6 97 95 1-A
271 07/13/00 FG-8.0 4 20.1 101.9 21.2 97 95 1-A
272 07/13/00 FG-6.3 4 20.1 101.9 21.2 97 95 1-A
273 07/13/00 FG-6.4 4 20.1 101.9 21.7 97 95 1-A
274 07/13/00 FG-6.7 3 21.6 98.8 22.7 96 97 1-A
TEST LOCATION:
268 BLOCK B, PAD #36
269 BLOCK B, PAD #37
270 BLOCK B, PAD #38
271 BI'OCK B, PAD#39
272 BLOCK B, PAD #12
273 BLOCK B, PAD #13
274 BLOCKB, PAD#14
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 WFTH SPECIFICATIONS
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D, RETEST
ALPHA TESTING, INC.
Geotechnical Engineering · Construction Materials Testing · Environmental Enginee#ng · Consulting
ALPHA TESTING, INC.
220~ Wisconsin St., Su#e 100
Doily, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/13/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-20
TEST DATA:
TEST ~ ELEV, SOIL Ir) OPTIMUM MAYJMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
261 07/13/00 FG-8.0 4 20.1 101.9 21.2 97 96 1-A
262 07/13/00 FG-7.7 4 20.1 101.9 21.5 97 96 1-A
263 07/13/00 FG-9.4 4 20.1 101.9 21.8 97 95 1-A
264 07/13/00 FG-8.6 4 20.1 101.9 20.5 98 96 1-A
265 07/13/00 FG-9.4 4 20.1 101.9 21.4 98 96 1-A
266 07/13/00 FG-9.8 4 20.1 101.9 20.2 99 97 1-A
267 07/13/00 FG-9.6 4 20.1 101.9 21.3 97 95 ~ 1-A
TEST LOCATION:
261 BLOCK B, PAD ;~r29
262 BLOCK B, PAD #30
263 BLOCK B, PAD #31
264 BLOCK B, PAD #32
265 BLOCK B, PAD ~33
266 BLOCK B, PAD #34'
267 BLOCK B, PAD ~r35
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
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
ALP~A'CFESTING, INC.
Geotechnical Enginee#ng · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite
Dallas, Texos 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/13/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-19B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPT[MUM MAXIMUM LAB IN PLACE iN PLACE PERCENT
NO. DATEDEPTH-~ NUMBER MOISTURE DRY D~NSITY MOISTURE DRY OENSrrY COMPACnoN COMMENT*
254 07/13/00 FG-9.8 3 21.6 98.8 21.8 100 101 1-A
255 07/13/00 FG-10.6 3 21.6 98.8 21.6 100 101 1-A
256 07/13/00 FG-10.1 3 21.6 98.8 21.8 99 101 1-A
257 07/13/00 FG-8.5 3 21.6 98.8 22.5 98 99 1-A
258 07/13/00 FG~.0 3 21.6 98.8 22.8 97 98 1-A
259 07/13/00 FG-8.6 3 21.6 98.8 21.7 98 99 1-A
260 07/13/00 FG-7.5 3 21.6 98.8 23.1 96 97 1-A
TEST LOCATION:
254 BLOCK B, PAD #38
255 BLOCK B, PAD #35
256 BLOCK B, PAD #35
257 BLOCK B, PAD ~39
258 BLOCK B, PAD ~r2
259 BLOCK B, PAD f/3
260 BLOCK B, PAD ~4
CC: STEVE TOPLETZ, ANDANTE
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WiTH SPECIFICATIONS
1. FILL
2. NATURAL SUBGRADE B, PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOIS31JRE DOES NOT COMPLY WITH SPECIFICATIONS
Geotechnical Engineedng · Construction Matedals Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin ~t., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/13/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.
00430-19A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAS IN PLACE IN PLACE PERCENT
NO. DATEDEPTH-~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
247 07/13/00 FG-8.8 2 19.0 100.4 21.0 101 101 1-A
248 07/13/00 FG-7.3 2 19.0 100.4 22.7 98 97 1-A
249 07/13/00 FG-8~I 3 21.6 98.8 23.5 98 99 1-A
250 07/13/00 FG-5.7 3 21.6 98.8 22.9 99 100 1-A
251 07/13/00 FG-5.6 3 21.6 98.8 23.2 98 99 1-A
252 07/13/00 FG-5.1 3 21.6 98.8 24.0 98 99 1-A
253 07/13/00 FG~.2 3 21.6 98.8 21.7 1 O0 101 . 1 -A
TEST LOCATION:
247 BLOCK B, PAD ~
248 BLOCK B, PAD #6
249 BLOCK B, PAD#7
250 BLOCK B, PAD #8
251 BLOCK B, PAD~
252 BLOCK B, PAD#10
253 BLOCK B, PAD #11
CC:
I FILL
2 NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
Geotechnical Engineering · Construction Materials Tosting · Environmental Engmeenng · Consulting
STEVE TOPLETZ, ANDANTE
* 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
R
ALP~IA~-ESTING, INC.
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Do#as, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/13/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-19
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LA~ IN I~.ACE IN PLACE PERCENT
NO. DATEDEPT~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENBIq~' COMPACTION COMMENT*
240 07/13/00 FG-9.1 2 19.0 100.4 21.5 100 100 1-A
241 07/13/00 FG-9.9 2 19.0 100.4 21.4 100 100 1-A
242 07/13/00 FG-10.3 2 19.0 100.4 22.2 100 100 1-A
243 07/13/00 FG-11.6 2 19.0 100.4 21.8 101 100 1-A
244 07/13/00 FG-11.1 2 19.0 100.4 21.8 102 102 1-A
245 07/13/00 FG-9~5 2 19.0 100.4 22.5 100 99 1-A
246 07/13/00 FG-10.1 2 19.0 100.4 20.6 100 100 1-A
TEST LOCATION:
240 BLOCK B, PAD#32
241 BLOCK B, PAD #33
242 BLOCK B, PAD #34
243 BLOCK B, PAD #35
244 BLOCK B, PAD #35
245 BLOCK B, PAD #36
246 BLOCK B, PAD #37
CC: STEVE TOPLETZ, ANDANTE
I FILL A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION CO~IPLY WITH SPECIFIOATIONS
2. NATURAL SUBGRADE . B,PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C.PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SI:~CIFICATIONS
4. CEMENT TREATED D.RETEST
Res 'p~u'~u~
ALPH~3~STING, INC.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting ~.~