Gunner P2-LR000331 TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN
11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS
CLIENT: North American Communities DISTRIBUTION:
PROJECT: Karrington Apartments Archon Group - Angle Rawie
REPORT DATE: 3/31/00 N. American Communities ~ Kurt Heinbecker
TMI REPORT NO.: DC00-040-003 C.D. Construction - Doyle Dameron
City of Coppell - Garreth Campbell
City of Coppell - Greg Jones
Don Matlock - Fax: 972-906-0608
SPECIFICATIONS TEST DATA
Percent Compaction: 95 Date Tested: 3/21/00
Moisture Content (%): -2 to +4 Opt. Technician: J. Moreland
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE (%) DENSrrY (pcf)
6689 ASTM-D698 Dk Brn CI w/some Olive Clay w/Tan Limestone Fragments 27.0 91.3
6653 ASTM-~)698 Olive Clay 19,9 101.1
6787 ASTMoD698 Dark Brown & Tan Clay 21.7 98.4
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
TEST ELEVATION REF. % DRY %
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DENSITY
1 2nd lift 200' N & 200' W of SE corner of site 6653 21.0 101.4 100
2 2nd lift 75' N & 200' W of SE corner of site 6689 25.1 87.7 96
3 2nd lift 150' N & 300' W of SE corner of site 6689 26.2 87.9 96
4 2nd lift 100' N & 200' W of SE corner of site 6787 23.9 94.3 96
5 2nd lift 75' N & 150' W of SE corner of site 6787 25.7 93.5 95
AUGE ID: 3141 STD. DENSITY COUNT: 3845.6 STD. MOISTURE COUNT: 450.6
"R" AFTER TEST NUMBER INDICATES RETEST.
' INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS
REMARKS:
ST
Note: This report is for the exclusive use of the Client addressed. .~GG ~D~ D~,~
This report may not be reproduced except in its entirety, without
the written consent of TMI. Results apply only to above tests. Project Manager