Gunner P2-LR000817 (2) TERRA-MAlL, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
D.dLLAS FORT WORTH HOUSTON LONGI. TEW AUSTIN
11050 Ables Lane. Dallas, Texas 75229 Phone:972-488-8800
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE IESIS BY NUCLEAR METHODS (ASTM D-2922)
CLIENT: North American Communities DISTRIBUTION:
PROJECT: Karrington Apartments Archon Group - Angie Rawie
TMI REPORT #: DC00-040-079 North American Comm. - Kurt Heinbecker
REPORT DATE: 8/17,"00 C.D. Construction - Doyle Dameron
City of Coppell - Garreth Campbell & Greg Jones
Don Matlock - FAX: 972-906-0608
SPECIFICATIONS TEST DATA
Percent Compaction: 95- Date Tested: 8.' 14."00
Moisture Content I%): Opt. + Teehnician: M. Kashem
MATERIAL REFERENCE CURVE DATA
CI'RVE TEST O.M.C. M.D.D.
NO. METHOD MATERIAL DESCRIPTION (%) (PCF}
7168 ASTM (,~.~gO Light Brown Clay (Lime Treated) 23.0 94.5
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
TEST ELEVATION REF. % WET DRY %
NO. OR LIFT I.OCATION CURVE MOIST. DENSITY DENSITY DENSITY
Fire lane / Parking lot at -
1 Grade South of Building #10 7168 24.7 116.8 93.7 99
2 Grade South of Building ¢ l 1 7168 24.7 112.4 90.1 95
3 Grade South of Building ~ 13 7168 23.0 111.1 90.3 96
GAUGE SN: 15451 DENSITY STD. COUNT: 2530 MOISTURE STD. COUNT: 645
"R" AFTER TEST Nt'MBER INDI('Y.'rES RETEST. GAUGE MANI'FACTURER:
* INDICATES FAII.URE TO ('OMPI_Y WITH PROJECT SP[SCIFI('A'I-IONS GALGE MODEL NO.:
REMARKS:
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Project Manager
Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.