Townhouses-LR000712ALPHA TESTING, INC.
2209 Wisconsin St.. Suite 100
~)allos, 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 07/12/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-18B
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN
PLACE
PLACE
PERCENT
NO. DATE'~DEPTH~ NUMBER MOISTURE% DRY pcFDENSITY MOISTURE% DRY PcFDENSITY COMPACTION COMMENT*
233 07/12/00 FG-9.9 4 20.1 101.9 21.6 102 100 1-A
234 07/12/00 FG-9.6 4 20.1 101.9 22.8 103 101 1-A
235 07/12/00 FG-10.4 4 20.1 101.9 20.9 102 100 1-A
236 07/1 2/00 FG-10.8 4 20.1 101.9 20.7 103 101 1 -A
237 07/12/00 FG-12.1 4 20.1 101.9 22.5 102 100 1-A
238 07112100 FG-10.0 4 20.1 101.9 23.4 102 100 1-A
239 07/12/00 FG-10.6 4 20.1 101.9 22.6 102 100 1-A
TEST LOCATION:
233 BLOCK B, PAD #31
234 BLOCK B, PAD #32
235 BLOCK B, PAD 1tlr33
236 =[LOCK B, PAD #34
237 BLOCK B, PAD #35
238 BLOCK B, PAD #36
239 BLOCK B, PAD #37
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
S. PERCENT COMPACTION 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
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/12/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-18A
COPPELL, TEXAS
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*
226 07/12/00 FG-13.6 4 20.1 101.9 23.2 102 100 1-A
227 07/12/00 FG-13.1 4 20.1 101.9 22.3 103 101 1-A
228 07/12~00 FG-10.9 2 19.0 100.4 19.5 101 101 1 -A
229 07/12/00 FG-11.3 2 19.0 100.4 21.7 101 100 1-A
230 07/12~00 FG-12.6 2 19.0 100.4 21.2 101 100 1-A
231 07/1 2/00 FG-10.5 2 19,0 100.4 20.0 101 101 1 -A
232 07/12/00 FG-11.1 2 19.0 100.4 20.9 101 100 1-A
TEST LOCATION:
226 BLOCK B, PAD #37
227 BLOCK B, PAD #37
228 BLOCK B, PAD #33
229 BLOCK B, PAD #34
230 BLOCK B, PAD #35
231 BLOCK B, PAD #36
232 BLOCK B, PAD #37
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
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTIN( , INC.
220~ Wisconsin St., Suite 100
Dallas, Texas 70229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/11/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-16
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH'~ NUMBER MOISTURE DRY DENSITY MOISTURE ORY DENSITY COMPACTION COMMENT'
177 07/11/00 FG-11.6 2 19.0 100.4 20.6 101 100 1-A
178 07/11/00 FG-9.6 2 19.0 100.4 20.7 100 100 1-A
179 07/11/00 FG-10.4 2 19.0 100.4 22.6 101 100 1-A
180 07/11/00 FG-8.1 2 19.0 100.4 21.2 102 101 1-A
181 07/11/00 FG-11.1 2 19.0 100.4 21.7 101 100 1-A
182 07/11/00 FG-10.6 2 19.0 100.4 21.5 102 102 1-A
183 07/11/00 FG-8.8 2 19.0 100.4 21.4 100 100 I-A
TEST LOCATION:
177 BLOCK A, PAD ~3
178 BLOCK A, PAD #4
179 BLOCK A, PAD ~r2
180 BLOCK A, PAD #5
181 BLOCKA, PAD#3
182 BLOCK A, PAD ~3
183 BLOCK A, PAD ~6
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 PLACE MOiSTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREA3ED D. RETEST
Re$~
ALP HA~T~STI NG, 1NC.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Su#e I00
Dallos, Texas 75229
972/620-8911 - 972/263-4937 (Metro.)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/11/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-15B
TEST DATA:
TEST ~ ELEV. SOIL ID Om']MUM MAXIMUM LAB IN PI. ACE IN PLACE PERCENT
NO. DATEDEPTH'"~ NUMBER MOISTURE DRY DENSrTY MOISTURE DRY DENSITY COMPACTION COMMENT*
170 07/11/00 FG-7.7 4 20.1 101.9 22.1 102 100 1-A
171 07/11/00 FG-7.2 4 20.1 101.9 20.8 103 101 1-A
172 07/11/00 FG-8.9 4 20.1 101.9 23.4 100 98 1-A
173 07/11/00 FG-9.1 4 20.1 101.9 22.6 102 100 1-A
174 07/11/00 FG-8.6 4 20.1 101.9 21.1 103 101 1-A
175 07/11/00 FG~7.1 4 20.1 101.9 21.3 103 101 1-A
176 07/11/00 FG-7.8 4 20.1 101.9 21.1 103 101 1-A
TEST LOCATION:
170 CLUB HOUSE AREA
171 CLUB HOUSEAREA
172 BLOCK A, PAD ~2
173 BLOCK A, PAD #3
174 BLOCK A, PAD #4
175 BLOCKA, PAD#5
176 BLOCKA, PAD~6
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 PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENTTREATED D. RETEST
ALPHA-TESTING, INC.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Sulte
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/11/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-15A
COPPELL, TEXAS
TEST DATA:
I
TEST I ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO.' DATEDEPTH-"~ NUMBER MOISTURE DRY DENS~rY MO~TLIRE DRY DENSITY COMPACTION COMMENT*
163 07/11/00 SG 5 12.5 108 13.4 106 98 2-A
164 07/11/00 SG 5 12.5 108 15.7 106 98 2-A
165 07/11/00 SG 5 12.5 108 14.9 106 98 2-A
166 07/11/00 SG 5 12.5 108 15.7 106 98 2-A
167 07/11/00 FG~.8 I 22.5 99.5 22.6 98 98 1-A
168 07/11/00 FG-6.7 1 22.5 99.5 23.8 98 99 1-A
169 07/11/00 FG-6.4 1 22.5 99.5 23.0 101 101 1-A
TEST LOCATION:
163 BLOCKA, PAD#15
164 BLOCKA, PAD#16
165 BLOCKB, PAD#14
166 BLOCKB, PAD#15
167 BLOCK B, PAD#15
168 BLOCK B, PAD#14
169 BLOCKB, PAD#13
CC: STEVE TOPLETZ, ANDANTE
1. FILL * A. IN PLACE P~RCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NA31JRAL SUBGRAD~ B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREA31~D D. RETEST
ALPHA'rESTING, I1~
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2_20~ Wisconsin St., Suite 100
Do#os, 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 07/11/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-15
TEST DATA:
TEST ~ ELEV, SOIL ID OPTIMUM MAXIMUM I. AB IN PLAC~ IN PLACE PERCENT
NO. DATEDEPTH~, NUMBER MOISTURE ~Y DENSiT? MOISTURE DRY DEN$13~f COMPACTION COMMENT*
156 07111/00 SG 5 12.5 108 13.8 109 101 2-A
157 07/11/00 SG 5 12.5 108 14.9 106 99 2-A
158 07/11100 SG 5 12.5 108 13.5 105 98 · 2-A
159 07/11/00 SG 5 12.5 108 13.6 106 98 2-A
160 07/11/00 SG 5 12.5 108 15.7 105 98 2-A
161 07/11/00 SG 5 12.5 108 13.9 109 100 2-A
162 07/11/00 SG 5 12.5 108 15.0 108 100 2-A
TEST LOCATION:
156 BLOCK A, PAD #7
157 BLOCK A, PAD #9
158 BLOCK A, PAD #10
159 BLOCK A, PAD #11
160 BLOCKA, PAD#12
161 BLOCKA, PAD #13
162 BLOCKA, PAD#14
CC: STEVE TOPLETZ, ANDANTE
1~ FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLYWI~{ SPECIFICATIONS
2. NATURAL SUBGRADE B, PERCENT COMP^C33ON DOES NOT COMPLY Wl3H SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4, CEMENTTREATED D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting