Hollows-LR 990222 REPORT OF FIELD
ALPHA TESTtNG, tNC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 2/22/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-10
COPPELL, TEXAS
TEST DATA:
TEST SOIL ID Oml~UM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE NUMBER MOISTURE DRY ~ MOISTURE DRY DENSITY COMPACTION COMMENT*
68 2/22/99 FG-0.9 2 24.3 95.2 25.8 92 97 1-A
69 2/22/99 FG-2.0 2 24.3 95.2 25.6 92 97 1-A
70 2/22/99 FG-1.5 2 24.3 95.2 24.7 91 95 1-A
71 2/22/99 FG-2.6 2 24.3 95.2 26.1 93 97 1 -A
72 2/22/99 FG-3.8 2 24.3 95.2 24.3 94 98 1 -A
73 2/22/99 FG-5.1 2 24.3 95.2 27.3 91 96 1-A
74 2/22/99 FG-4.5 2 24.3 95.2 25.5 92 97 1-A
TEST LOCATION:
68 BLOCK A PAD 22
69 BLOCK A, PAD 23
70 BLOCKA PAD 24
·
71 BLOCKA PAD 25
72 BLOCKA PAD 26
73 BLOCK A, PAD 27
74 BLOCK A, PAD 28
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRAI~ B. PERCENT COMPACTION DOES NOT COMPLY WtTH SPECIFICATIONS
3 LIME STAB![ 17~=0 C PERCENT IN PLACE MOI~'rUR£ DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT mE^TED D. RETEST AL~..~T~
Geotechnical Engineering · C~tion IVIoterials Tes#ng · Environmental Engineering · Consu~
REPORT OF FIELD
ALPHA TESTtNG, tNC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texos 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/40~-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 2/22/99
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-10A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID O~MUU MAXIMUM LAB iN PLACE IN PLACE PERCENT
NO. DATE DEPTH .~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY OENSn~ COM~^CmON COMMENT*
% ~CF % PCF
75 2/22/99 FG-5.3 2 24.3 95.2 26.7 95 99 1-A
76 2/22/99 FG-4.6 2 24.3 95.2 27.8 9t 96 1-A ,.
77 2/22/99 FG-5.2 2 24.3 95.2 24.7 93 97 I-A
78 2/22/99 FG~,.8 2 24.3 95.2 26.4 92 96 1-A
79 2122/99 FG-4.7 2 24.3 95.2 24.9 94 98
80 2/22/99 FG-2.3 2 24.3 95.2 27.6 91 95 1-A
81 2/22/99 FG-2.7 2 24.3 95.2 25.7 , 92 97 1-A
TEST LOCATION:
75 BLOCK A, PAD 29
76 BLOCK A, PAD 30
77 BLOCK A, PAD 31
78 BLOCK A, PAD 32
79 BLOCK A, PAD 33
80 BLOCK A. PAD 34
81 BLOCK A, PAD 35
1. FIt_L * A. IN PLACE PERCENT MOISTURE AN[:) PERCENT COMPACTION COMPLY ~ SI:~CIFICATI(3~S
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH ~:~ECIFICATIONS ~ ~~..j.
3. LIME STABILIZED C. P~ IN ~ MO~FiJR~ DOES NOT COMPt. Y Vt~TH SPECIFIC~TIONE~
4. CEMENT TREATED O RETEST
Geotechnical Engineering · Construction Materk~s Tesfir~ · Envfronmental Engineering · Cat, suiting
REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 2/22/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-10B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPT~UM MAXIMUM LAB . IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOIS'~!JR~ DRY O~NSITY MOIS71JRE DRY OENSrl~f COMPACTION COMMENT*
82 2/22/99 FG-1.2 2 24.3 95.2 27.4 91 96 1-A
83 2/22/99 FG-1.3 2 24.3 95.2 26,8 91 95 1-A
84 2/22/99 FG-3.0 2 24.3 95.2 26.0 93 97 1-A
85 2/22/99 FG-3.9 2 24.3 95.2 27.5 92 97 1-A
86 2/22/99 FG-5.3 2 24.3 95.2 25.4 94 99 1 -A
TEST LOCATION:
82 BLOCK A, PAD 36
83 BLOCK A, PAD 37
84 BLOCK A, PAD 38
85 'BLOCKA, PAD 39
86 BLOCK A, PAD 40
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTI~COMPLY WITH ~PECIFICATIONS
3. LIME STABIUZED C.PERCENT IN PLACE MOI~AJRE DOES NOT COMPLY VVITH SPECIFICATIONS
4. CEMENT TREATED O RETEST A~.~~
Geotechnical Engineering · Consfruction Moteric~ Testing · Environmental Engineeflng · Consulting