ST0301A-LR100929 (2) 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
CLIENT: Al o c C eJ Page of
PROJECT: se r �\C. \ - QcX OCT U 1 2010
AGG REPORT #: CiC O(o g
REPORT DATE:
SPECIFICATIONS TEST DATA
Percent Compaction: 95 Date Tested: ' `7 /0
Moisture Content ( %): - L f { (1 Technician:
MATERIAL REFERENCE CURVE DATA
' REFERENCE TEST OPTIMUM MAX. DRY
CURVE METHOD MATERIAL DESCRIPTION MOISTURE ( %) DENSITY(pcf)
/04' d
IN -PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
TEST ELEVATION t.4 VI t t' =' '. ° .S REF. % DRY WET MOISTURE % AVER.
NO. OR LIFT LOCATION CURVE MOISTUR= DENSITY DENSITY DEVIATION DENSITY PP
; 3q + z 3 / ' �' N a C L !
/
NEE'
GAUGE � I /
GE I.D.. (�,(� l STD. DENSITY COUNT: STD. MOISTURE COUNT: 4
"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.
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
CLIENT: "tk 04' C.oppelk ,� I~. � z Page of 1
PROJECT: ' ° c-A OCT 0 1 2010
AGG REPORT #:.LAO 0(03
REPORT DATE: G
SPECIFICATIONS 9 TEST DATA �� � � � �
Percent Compaction: 9.� Date Tested: 7 77
Moisture Content ( %): Technician: ! V
MATERIAL REFERENCE CURVE DATA
' REFERENCE TEST OPTIMUM MAX. DRY
CURVE METHOD MATERIAL DESCRIPTION MOISTURE ( %) DENSITY (pcf)
t'1to 0
IN -PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
TEST ELEVATION 1 '' ` REF. % DRY WET MOISTURE % AVER.
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DENSITY DEVIATION DENSITY PP
. 174 6c f ■6SL1-
1
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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