Townhouses-LR000707ALPHA TESTING, INC.
2209 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 07/07/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-11B
TEST DATA:
I
TEST ~. ELEV. I SOIL ID OI~MUM MAXa~M LAB IN PLACE iN PLACE PERCaW
NO. DATE DEPTH~ i NUMBER UO~SrURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
~i~ % PCF % PC~
93 07/07/00 FG-10.5 2 19.0 100.4 20.6 100 99 1 -A
94 07/07/00 FG-10.0 4 20.1 101.9 20.1 103 101 1-A
95 07/07/00 FG-9.1 2 19.0 100.4 19.9 100 100 1-A
96 07/07/00 FG-8.6 2 19.0 100.4 21.4 100 100 1 -A
97 07/07/00 FG-8.4 3 21.6 98.8 24.1 97 99 1-A
98 07/07/00 FG-10.3 3 21.6 98.8 24.3 97 98 1-A
99 07~07~00 FG-10.2 3 21.6 98.8 23.5 98 99 1-A
TEST LOCATION:
93 iBLOCK A, PAD 1~64
94 BLOCK A, PAD ~
95 BLOCK A, PAD ~65
96 BLOCK A, PAD f~65
97 BLOCK A, PAD #55
98 BLOCK A, PAD I~t56
99 BLOCK A, PAD ~57
CC: STEVE TOPLETZ, ANDANTE
4. CEMENT TREATED
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallos, Texas 75229
972/620-8911 - 972/263~4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/07/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-1 lA
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~,.~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
86 · 07/07/00 FG-11.2 4 20.1 101.9 20.7 102 100 1-A
87 07107/00 FG-14.3 4 20.1 101.9 20.1 103 101 1-A
88 07/07/00 FG-13.8 4 20.1 101.9 20.3 102 100 1-A
89 07/07~00 FG-12.2 4 20.1 101.9 20.1 101 99 1-A
90 07~07/00 FO-11.7 4 20.1 101.9 20.3 103 101 I-A
91 07/07/00 FG-12.6 4 20.1 101.9 21.4 102 100 1-A
92 07~07/00 FG-12.1 4 20.1 101.9 20.3 102 100 1 -A
TEST LOCATION:
86 BLOCKA, PAD #59
87 BLOCKA, PAD
88 BLOCK A, PAD #61
89 BLOCK A, PAD #62
90 BLOCK A, PAD ~62
91 3LOCK A, PAD #63
92 BLOCK A, PAD #63
CC: STEVE TOPLETZ, ANDANTE
1. FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMF~Y Wll~l SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY wm-I SPECIFICATIONS
3. LIME STABILIZED C, PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENTTREATED D, RETEST
Geotechnical Engk~ee~ng · Constr~cfion Matefi~l$ T, stlng · Envlronmental Engineerk~g ·
ALPHA TESTING, INC.
2209 I/Vlsconsln ,~t., Suite 100
Dallas, Texas 76229
972/620-8911 - 972/263-4937 (Metro)
FAX: ~72/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/07/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-11
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPq3MUM MAXIMUM LAB IN PI. ACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISI~JRE DRy D~NSITY MOISI~JRE DRY DENSITY CO~PAC~ON COMMENT*
% PC~ % PCF
79 07/07/00 FG-11.3 2 19.0 100.4 19.1 101 101 1-A
80 07/07/00 FG-10.8 2 19.0 100.4 21.4 102 101 1-A
81 07/07/00 FG-11.2 2 19.0 100.4 21.4 101 100 1-A
82 07/07~00 FG-10.7 3 21.6 98.8 22.2 98 99 1-A
83 07/07/00 FG-12.2 2 19.0 100.4 20.3 102 101 1-A
84 07/07/00 FG-11.7 3 21.6 98.8 22.2 100 101 1-A
85 07/07/00 FG-11.7 3 21.6 98.8 22.6 99 100 1 -A
TEST LOCATION:
79 BLOCK A, PAD #56
80 BLOCK A, PAD #56
81 BLOCK A, PAD #57
82 BLOCK A, PAD #57
83 BLOCK A, PAD ~58
84 BLOCK A, PAD #58
85 BLOCK A, PAD #59
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 ALP
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering ·
ALPHA TESTING, INC.
2209 Wisconsin St., Su#e 100
Do#os, Texos 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/07/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-9B
COPPELL, TEXAS
TEST DATA:
TEST ' . SOIL ID OPTIMUM MAXIMUM L~B IN PLACE IN PLACE PERCENT
NO. DATE NUMBER MOISTURE[ DRY DENSITY MOISTURE DRY DENSITY COMPA~N COMMENT'
51 07/07/00 SG 5 12.5 108 14.4 105 97 2-A
52 07/07~00 FG-11.1 4 20.1 101.9 20.2 101 99 1-A
53 07/07/00 FG-13.4 4 20.1 101.9 20.3 103 101 1-A
54 07/07~00 FG-13.4 4 20.1 101.9 20.6 101 100 1-A
55 07/07/00 FG-15.1 4 20.1 101.9 21.9 99 97 1-A
56 07/07/00 FG-13.0 4 20.1 101.9 21.6 101 99 1-A
57 07~07~00 FG-11.3 4 20.1 101.9 21.4 102 100 1-A
TEST LOCATION:
51 BLOCK B, PAD #32
52 BLOCK B, PAD #32
53 BLOCK B, PAD#33
54 BLOCK B, PAD#34
55 BLOCK B, PAD#35
56 BLOCK B, PAD #36
57 BLOCK B, PAD #38
I FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY W~H SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENTmEAllED D. R~'r~T
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulifn~ ~
ALPHA TESTING, INC.
220~ VVIsconsin St., Suite 100
Dollo$, Texos 76229
972/620-8911 - 972/263-4937 (Metro)
FAX: ~72/406-8023
TESTED FOR LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/07/00
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-9A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV, SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO, DATEDEPT~.,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
44 07/07/00 FG-10.0 2 19.0 100.4 20.8 100 100 1-A
45 07/07/00 SG 5 12.5 108 13.6 106 98 2-A
46 07/07/00 SG 5 12.5 108 13.1 107 99 2-A
47 07/07~00 SG 5 12.5 108 13.7 108 100 2-A
48 07/07/00 FG-11.7 2 19,0 100,4 19.3 101 101 1-A
49 07/07/00 FG-11.8 2 19.0 100.4 20.3 102 101 1 -A
50 07/07/00 FG-8.9 2 19.0 100.4 19.5 102 101 1-A
TEST LOCATION:
44 BLOCK B, PAD#39
45 BLOCKA, PAD#57
46 BLOCK A, PAD #56
47 BLOCK A, PAD #55
48 BLOCK A, PAD ~57
49 BLOCK A, PAD f/56
50 3LOCK A, PAD #55
CC: STEVE TOPLETZ, ANDANTE
1. FILL * A~ IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS ~
2. NATURAL SUI~GRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4, CEMENT TREA~D D. RETEST
Geotechnical Engineering · Constroction Mated~l$ T, sting · Environmental Engineerfi~g ~,Con~tltit~
ALPHA TESTING, INC.
2209 VVL~consin St., 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 07/07100
DALLAS, TEXAS (REVISED 3~8~02)
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-9
TEST DATA:
TEST ___~._.. ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY O~NSITY COMPACTION COMMENT*
% PCF % PCF
37 07/07/00 SG 5 12.5 108 15.2 105 97 2-A
38 07/07/00 SG 5 12.5 108 14.6 105 97 2-A
39 07/07/00 SG 5 12.5 108 14.2 107 99 2-A
40 07/07/00 SG 5 12.5 108 15.5 103 96 2-A
41 07/07/00 SG 5 12.5 108 15.1 106 98 2-A
42 07/07/00 SG 5 12.5 108 13.9 104 96 2-A
43 07107/00 SG 5 12.5 108 13.5 107 99 2-A
I C~ I LUU/~ I I~Jl~l.
37 BLOCK B, PAD 039
38 BLOCK B, PAD #38
39 BLOCK B, PAD #37
40 BLOCK B, PAD #36
41 BLOCKB, PAD#35
42 BLOCK B, PAD #34
43 BLOCK B, PAD#33
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
e 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 fl~ Construction Materials Testing /~ Environmental Engineering
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Dollas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07~07~00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-9
TEST DATA:
TEST SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
37 07~07/00 SG 5 12.5 108 15.2 105 97 2-A
38 07/07/00 SG 5 12.5 108 14.6 105 97 2-A
39 07/07/00 SG 5 12.5 108 14.2 107 99 2-A
40 07/07/00 SG 5 12.5 108 15.5 103 96 2-A
41 07/07/00 SG 5 12.5 108 15.1 106 98 2-A
42 07/07/00 SG 5 12.5 108 13.9 104 96 2-A
43 07/07~00 SG 5 12.5 108 13.5 107 99 2-A
TEST LOCATION:
37 BLOCKB, PAD#39
38 BLOCK B, PAD ~38
39 BLOCKB, PAD#31
40 BLOCK B, PAD #36
41 3LOCK B, PAD#35
42 BLOCK B, PAD #34
43 BLOCK B, PAD f/33
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CC: STEVE TOPLETZ, ANDANTE
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY wrrH SPECIFICATIONS B, PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH S~EClFICATIONS
D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering