Hollows-LR 990313 REPORT OF FIELD
ALPHA rESItNG, 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 3/13/99
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO, 99128-18
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB iN PLACE IN PLACE PERCENT
NO. DATE DEPT~ NUMBER MOISI~JRE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % P~F
226 3/13/99 SG+I.0 3 23.2 98.2 23.4 97 99 1-A
227 3/13/99 SG+1.5 3 23.2 98.2 24.8 94 95 1-A
228 3tl 3/99 FG 3 23.2 98.2 23.7 93 95 1-A
229 3/13199 SG+2.5 3 23.2 98.2 24.2 93 95 1-A
230 3/13/99 FG 3 23.2 98.2 24.5 93 95 1-A
231 3/13~99 SG I 26.8 92 27.6 91 99 2-A
232 3/13/99 SG+0.5 3 23.2 98.2 23.8 98 99 1-A
TEST LOCATION:
226 HOLLOW RIDGE PLACE AT STATION #2+50
227 HOLLOW RIDGE PLACE AT STATION #2+50
228 HOLLOW RIDGE PLACE AT STATION #2+50
229 ALLEY 1 AT STATION #1+00
230 ALLEY 1 AT STATION #1+00
231 ALLEY 1 AT STATION #3+50
232 ALLEY 1 AT STATION #3~50
I FILL w A. IN PLACE PERCE[NT MOISTURE AND PERCENT COMPACTtON COMPLY ~ SPECIFICATIONS
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COI~OLY wrrH SPECIFICATIONS
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WI~H SPECIFICATIC~IS '~-' A'"" L~{;~ ·
4 CEMENT TREATED O RETEST
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