Hollows-LR 990301 REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
220g Wisconsin St.. Suite 100
Dallas. Texas 7522g
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/40~-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 3/1/99
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-13A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPT~UM MAX]MUM LAB , IN PLACE IN PLACE ~ERCENT
NO. DATE DEPTH"~ NUMBER MO~S'I'tJRE DRY DENSITY MOISTURE DRY DENSrI~ COMPACTION COMMENT*
% I:~CF % PCF
124 3t1/99 FG-4.9 3 23.2 98.2 24.1 96 98 1-A
125 3/1/99 FG-3.9 3 23.2 98.2 24.7 94 96 1-A
126 3/1/99 FG-4.3 3 23.2 98.2 25.2 97 99 1 -A
127 3/1199 FG-3.3 3 23.2 98.2 24.8 95 97 1-A
128 3/1/99 FG-2.9 3 23.2 98.2 25.2 94 96 1-A
129 3/1/99 FG-1.9 3 23.2 98.2 25.0 95 97 1-A
130 3/1/99 FG-0.9 3 23.2 98.2 24.1 96 98 1-A
TEST LOCATION:
124 ,BLOCK A, PAD 44
125 BLOCK A, PAD 44
126 BLOCK A, PAD 45
127 BLOCK A, PAD 45 ·
128 BLOCK A, PAD 46
129 BLOCK A, PAD 46
130 BLOCK A, PAD 46
1. FILL ,e A IN PL~,CE PERCENT MOISTURE AND PERCENT COMI='ACTION COMPLY'WrI'H SPECIFICATIONS
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY VVlTH 5'PEClFICA.TIONS ~.~~/
4 CEMENT TREATED D RE'rEST
Geotechnical Engineering · Construction Materia~ Testing · Environmental Engineering · Consutfing
REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 CMetro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 3/1/99
DALLAS, TEXAS
PROJECT HOLLOWS ~;1 NORTHLAKE WOODLAND OUR REPORT NO. 99128-13B
COPPELL, TEXAS
TEST DATA:
TEST SOIL ID o~nMuM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE NUMBER MOIST!JRE DRY DENSITY MO~TURE DI~Y DENSITY COMPACTION COMMENT*
% PcF % Pc.=
131 3/1/99 FG-2.9 3 23.2 98.2 24.4 95 97 1 -A
132 3/1/99 FG-3.1 3 23.2 98.2 25.3 95 9~ 1 -A
133 3/1 I99 FG-2.6 3 23.2 98.2 27.4 92 94 1 -BC
134 3/1/99 FG-2.6 2 24.3 95.2 24.9 94 99 1 -AD
TEST LOCATION:
131 BLOCK A, PAD 44
132 BLOCK A, PAD 43
133 BLOCK A, PAD 42
134 RETEST OF TEST ~58 PERFORMED ON 02/20/99
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURALSUBGRADE B PERCENT COMPACT~N DOES NOT COMPLY WITH SPECIFiCATtONS Re~~
43 CEMENTTREATEDLIME STABILIZEO CD RETESTPERCENT IN PLACE MOISTURE DOES NOT COMPLY W~'TH SPECIFICATIONS A~HA~/~'~TE_~ING, INC. ·
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
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 3/1/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-13
COPPELL, TEXAS
TEST DATA:
TEST SOIL ID OPTIMUM MAXIMUM LAB IN PLACE iN PLAC.,~ PERCENT
NO. DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY. COMPACTION COMMENT*
% PCF % PCF
117 3/1/99 FG-5.3 3 23.2 98.2 25.6 94 98 1-A
118 3/1/99 FG-4.3 3 23.2 98.2 26.1 97 99 1-A
119 3/1/99 FG-5.6 3 23.2 98.2 24.8 95 97 1-A
120 3/1/99 FG-4.6 3 23.2 98.2 24,1 94 96 1 -A
121 3/1/99 , FG-3.6 3 23.2 98.2 23.3 96 98 1-A
122 3/1/99 FG-5.1 3 23.2 98.2 25.6 95 97 1-A
123 3/1/99 FG-4.1 3 23.2 98.2 23.7 96 98 1-A
TEST LOCATION:
117 BLOCK A, PAD 41
118 BLOCK A, PAD 41
119 BLOCK A, PAD 42
120 BLOCK A, PAD 42
121 BLOCKA, PAD 42
122 BLOCK A, PAD 43
123 BLOCK A, PAD 43
FiLL ~ A. fN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY V~ffTH SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ReS~M~ .~ubmitt~-~t ~
UME STABILIZED C PERCENT IN PLACE MOI~I'URE DOES NOT COMPLY WITH SPECIFICATIONS ...-- j~
CEMENT TREATED D RETEST H
Geotechnical Engineering · Construction Materials Testk~ · Environmental Engineedng · Consulting