Townhouses-LR000710ALPHA TESTING, INC.
220~ Wisconsin St., Suite I00
Dallas, Texas 7~2.29
972/620-8911 - 972/263-4937 (Metro)
lAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/10/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-14A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB iN PLACE IN PLACE PERCENT
NO. DATEDEPTH-~ NUMBER MOISTURE DRYDENSITY MOiSTURE DRY DENSITY COMPACTION COMMENT*
149 07/10/00 SG 5 12.5 108 16.9 106 98 2-A
150 07/10/00 SG 5 12.5 108 16.0 107 99 2-A
151 07/10/00 SG 5 12.5 108 17.1 108 100 2-A
152 07/10/00 SG 5 12.5 108 15.8 106 99 2-A
153 07/10/00 SG 5 12.5 108 16.4 108 100 2-A
154 07/10/00 SG 5 12.5 108 16.9 109 101 2-A
155 07/10/00 SG 5 12.5 108 17.1 108 100 2-A
TEST LOCATION:
149 BLOCK B, PAD #12
150 BLOCK B, PAD #13
151 BLOCK A, PAD ~2
152 BLOCK A, PAD #3
153 iBLOCKA, PAD#4
154 BLOCK A, PAD #5
155 BLOCK A, PAD #6
CC: STEVE TOPLETZ, ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WI3H SPECIFICATIONS
2. NATURAL SUBGRAOE I~. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. MME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENTTREATED D. RETEST
ALPHa{ TE~I'ING, I1~
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Su#e 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 07/10/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-14
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTHS, NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSFFY COMPACTION COMMENT*
142 07/10/00 SG 5 12.5 108 16.3 108 100 2-A
143 07/10/00 SG 5 12.5 108 14.5 110 102 2-A
144 07/10/00 SG 5 12.5 108 16.8 108 100 2-A
145 07/10/00 SG 5 12.5 108 16.3 109 100 2-A
146 07/10/00 SG 5 12.5 108 16.5 108 100 2-A
147 07/10/00 SG 5 12.5 108 13.8 106 99 2-A
148 07/10/00 SG 5 12.5 108 16.4 107 99 2-A
TEST LOCATION:
142 BLOCK B, PAD #5
143 BLOCK B, PAD #6
144 BLOCK B, PAD #7
145 BLOCK B, PAD #8
146 BLOCK B, PAD #9
147 BLOCKS, PAD#10
148 BLOCK B, PAD#11
CC: STEVE TOPLETZ, ANDANTE
I FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE S. 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
ALPRA-~ESTING, INC.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTIN( , INC.
2209 Wisconsin St., Suite 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 07110/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-13B
COPPELL, TEXAS
TEST DATA:
TEST I ~ ELEV. SOIL ID OP't'iMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH-'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
135 07110~00 FG-9.0 4 20.1 101.9 20.3 99 98 1-A
136 07/10/00 FG.-8.7 4 20.1 101.9 20.6 99 97 1-A
137 07/10/00 FG-IO.6 4 20.1 101.9 21.0 100 98 1-A
138 07/10/00 FG-12.9 4 20.1 101.9 20.1 101 99 1-A
139 07/10/00 FG-12.8 4 20.1 101.9 23.1 100 98 1-A
140 07/10100 FG-14.6 4 20.1 101.9 22.3 101 99 1-A
141 07/10/00 FG-12.5 4 20.1 101.9 22.0 100 99 1-A
TEST LOCATION:
135 BLOCKB, PAD#29
136 BLOCK B, PAD#30
137 BLOCK B, PAD #32
138 BLOCK B, PAD #33
139 BLOCK B, PAD #34
140 BLOCKB, PAD#35
141 BLOCK B, PAD #.36
CC: STEVE TOPLETZ, ANDANTE R/~~
1 FILL ~' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS Con~s~
2. NATURALSUBGRADE B. PERCENTCOMPACTION DOES NOT COMPLY WlTH SPECIFICATIONS R
3 LIME STABILIZED C. PERCENT IN P!..~CE MOI~'TURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
Geotechnical Engineedng · Construction Materials 'rosting · Enviroomental Engineering ·
ALPHA TESTING, INC.
2209 Wisconsin St., Suite
Dollos, Texos 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/10/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-13A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCEI~T
NO. DATEDEPT~ NUMBER MOISTURE DRY DENSrrY MOISTURE DRY DENSITY COMPACTION COMMENT*
% ~ % PCF
128 07/10/00 FG-10.8 4 20.1 101.9 23.1 98 97 1-A
129 07/10/00 FG-9.5 4 20.1 101.9 22.9 98 96 1-A
130 07/10/00 FG-7.9 4 20.1 101.9 21.2 101 99 1-A
131 07/10/00 FG-9.3 4 20.1 101.9 22.4 98 97 1-A
132 07/10/00 FG-9.2 4 20.1 101.9 20.2 101 99 1-A
133 07/10/00 FG-8.7 4 20.1 101.9 22.4 100 98 1-A
134 07/10/00 FG-8.7 4 20.1 101.9 21.9 101 99 1-A
TEST LOCATION:
128 BLOCK B, PAD #38
129 BLOCK B, PAD#39
130 BLOCKA, PAD#55
131 BLOCK A, PAD #56
132 BLOCK A, PAD #57
133 BLOCK A, PAD #58
134 BLOCK A, PAD #59
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
PERCENT COMPACTION OOES NOT COMPLY WiTH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering
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 07/10/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-13
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~ NUMBER MOISTURE DRY DENSIT? MOISTURE DRy DENSITY COMPACTION COMMENT*
% PCF % PCF
121 07/10/00 FG-9.8 4 20.1 101.9 20.8 101 99 1-A
122 07/10/00 FG-9.2 4 20.1 101.9 21.5 102 100 1-A
123 07/10/00 FG-9,6 4 20.1 101.9 21.8 100 98 1-A
124 07/10/00 FG-9.0 4 20.1 101.9 21.3 102 100 1-A
125 07/10/00 FG-8.1 4 20.1 101.9 20.9 98 96 1-A
126 07/10/00 FG~.5 2 19.0 100.4 19.2 98 98 1-A
127 07/10/00 FG-9.1 2 19.0 100.4 20.5 100 99 1-A
TEST LOCATION:
121 BLOCK A, PAD ~61
122 BLOCK A, PAD #62
123 BLOCK A, PAD ~63
124 BLOCK A, PAD ~64
125 BLOCKA, PAD~65
126 BLOCKB, PAD#2
127 BLOCK B, PAD#3
CC: STEVE TOPLETZ, ANDANTE
1. FILL * A, IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2~ NATURAL SUEGRADE . B, PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
Geotechnical Engineedng · Construction Materials Testing · Environmental Engineering