ST0301A-LR100930 (2) T
ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING & ENGINEERING
3228 Halifax Street • Suite A • Dallas, Texas 75247 • Tel: 972 - 444 -8889 • Fax: 972 - 444 -8893
SOIL MOISTURE - DENSITY TEST REPORT
IN -PLACE TESTS BY NUCLEAR METHODS
C C C a a (} 'RECEIVED Page of
CLIENT: C��
PROJECT: 'ge-kkA e t Rck
AGG REPORT ft: (' /d - C ‘ 5 1 OCT U 1 2010
REPORT DATE:
SPECIFICATIONS TEST DATA
Percent Compaction: 75 Date Tested: ° " / 6
Moisture Content ( %): t , Technician:
MATERIAL REFERENCE CURVE DATA
' REFERENCE TEST OPTIMUM MAX. DRY
CURVE METHOD MATERIAL DESCRIPTION MOISTURE ( %) DENSITY (pcf)
/0& U
IN -PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
TEST ELEVATION REF. % DRY WET MOISTURE % AVER.
■
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DENSITY DEVIATION DENSITY / PP
140 /' lg7 lt%lfO , < a 1.1
Li
I p 411-- 1 9. le , A i
•
.
�.
2z
Od �
L
GAUGE I.D.: STD. DENSITY COUNT: STD. MOISTURE COUNT:
"R" AFTER TEST NUMBER INDICATES RETEST. * INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATION
REMARKS:
Note: Average pocket penetrometer (PP) readings should be obtained by digging a hole at each test location and
pocket pinning the sides of the hole. The hole should be excavated to the same depth as the thickness of
the lift being tested. If the PP readings vary greatly between the top and bottom of the lift, write both down.
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