Hollows-LR 990412 (2) REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/62G8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 4/12/99
DALLAS, TEXAS
PROJECT HOLLOWS (~} NORTHLAKE WOODLAND OUR REPORT NO. 99128-38A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID Oml~UU MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~,,,~ NUMBER MOISTURE DRY DENSI'I~ MOIS'R. IRE DRY DENSI"P( COMPACTION COMMENT*
96 PCF 96 PCF
622 4/12/99 FG-2.0 I 26.8 92 28.4 90 98 1 -A
623 4/1 2/99 FG-1.0 I 26.8 92 27.8 91 98 1 -A
624 4/12/99 FG 1 26.8 92 27.3 90 98 1-A
625 4/1 2/99 FG-3.0 I 26.8 92 27.2 90 98 1 -A
626 4/1 2/99 FG-2.0 I 26.8 92 27.9 90 98 1 -A
627 4/1 2/99 FG-1.0 I 26.8 92 26.8 91 99 1 -A
628 4/1 2/99 FG I 26.8 92 28.6 99 107 1 -A
TEST LOCATION:
622 STORM SEWER LINE D AT STATION
623 STORM SEWER LINE D AT STATION fK)+50
624 STORM SEWER LINE D AT STATION #0+50
625 STORM SEWER LINE A-2 AT STATION fK)+25
626 STORM SEWER LINE A-2 AT STATION ~0+25
627 STORM SEWER LINE A-2 AT STATION fK)+25
628 STORM SEWER LINE A-2 AT STATION #0+25
RLL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTIC~I COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT COMPAC'IX~I DOES NOT COMPLY VVITH SPECIFICATIONS Respectfully Submitted
LIME STABILIZED C. PERCENT IN Pt. ACE MOISTURE DOES NOT COMPLY ~ SPECIFICATIONS
CI=MENT'FREATED O. RETEST ALPHA TESTING, INC.
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