Hollows-LR 990316 (2) REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 7~5229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 3/16/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-21A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
319 3/16/99 FG 2 24.3 95.2 25.3 92 97 1-A
320 3/16/99 SG+1.5 3 23.2 98.2 23.9 96 98 1-A
321 3/16/99 SG+2.0 3 23.2 98.2 23.3 98 100 1-A
322 3/16/99 SG+2.5 3 23.2 98.2 23.4 97 98 1-A
323 3/16/99 SG+3.0 2 24.3 95.2 26.2 92 97 1-A
324 3/16/99 FG 2 24.3 95.2 24.9 95 99 1-A
325 3/16/99 FG 2 24.3 95.2 24.8 95 100 1 -A
TEST LOCATION:
319 ALLEY 5 AT STATION #10+00
320 ALLEY 5 AT STATION #12+00
321 ALLEY 5 AT STATION #12+00
322 ALLEY 5 AT STATION #12+00
323 ALLEY 5 AT STATION #12+00
324 ALLEY 5 AT STATION #12+00
325 BLOCKA, PAD 8
FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLYWITH SPECIFICATIONS
NATURAL SUBGRAOE B PERCENT COMPACTION DOES NOT COMPLY VVITH SPECIFICATIONS Re~ully Sub
CEMENT TREATEDLIME STABILIZED CD RETEsTPERCENT IN PLACE MOISTURE DOES NOT COMPLY WiTH SPECIFICATIONS
Geotechnical Engineering · Construcfi(~ Materials Testing · Environmental Engineering · Consulting