Hollows-LR 990311 (2) 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 3/11/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-17A
COPPELL, TEXAS
TEST DATA:
TEST .'~ ELEV. SOIL ID o~n~UM MA3(IMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PGF ~ PCF
219 3/11199 SG+I.0 3 23.2 98.2 24.2 97 99 1-A
220 3/11/9g FG 3 23.2 98.2 23.2 97 99 1-A
221 3/11/99 SG+2.0 3 23.2 98.2 24.1 97 98 1-A
222 3/11199 SG+2.5 3 23.2 98.2 25.3 95 97 1-A
223 3111/99 FG 3 23.2 98.2 25.7 95 96 1-A
224 3/11199 SG+3.5 3 23.2 98.2 24.7 95 97 1-A
225 3/11/99 FG 3 23.2 98.2 25.1 97 98 1-A
TEST LOCATION:
219 CRESTVIEW DRIVE AT STATION ~5+00
220 CRESTVlEW DRIVE AT STATION ~5+00
221 CRESTVlEW DRIVE AT STATION #19+50
222 CRESTVlEW DRIVE AT STATION #19+50
223 CRESTVlEW DRIVE AT STATION #19+50
224 SORA DRIVE AT STATION #1+00
225 SORA DRIVE AT STATION #1+00
I FILL ~ A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTIOJ~I COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY VVrl'H SPECIFICATIONS /~---'~ SM~~-~~#y SMbrl3~tt -
3 LIME STABILIZED C. PERCENT IN PLACE MOIS31JRE DOES NOT COMPLY VVfTI-I SPECIFICATIONS {~ J J
4 CEMENT. TREATED D RETEST
Geotechnical Engineering · Construc#on Materials Testing · Environmental Engineering · Consul#ng