Gunner P2-LR000508 (2) 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: 5/8/00 N. American Communities - Kurt Heinbecker
TMI REPORT NO.: DC00-040-015 C.D. Construction - Doyle Dameron
City of Coppell - Garreth Campbell
City of Coppell - Greg Jones
Page 2 of 3 Don Matlock - Fax: 972-906-0608
SPECIFICATIONS TEST DATA
Percent Compaction: 95 Date Tested: 4/26/00
Moisture Content (%): Opt. -t- Technician: A. Hayes
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE (%) DENSITY (pcf)
6653 ASTM-D698 Olive Clay 19.9 101.1
6782 ASTM-D698 Dark Brown & Olive Brown Clay w/Limestone 27.1 91.1
6689 ASTM-D698 Dark Brown & Tan Clay w/Tan Limestone Fragments 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
11 9 300' south of Beltline 6782 18.4 95.9 105
12 10 300' south of Beltline 6782 27.8 85.3 94 *
13 Re-test #12 6782 19.3 88.0 97
14 Re-test #10 6782 24.0 94.2 103
15 Re-test #7 6782 19.2 94.8 104
16 11 120' south of Beltline 6689 23.0 97.2 99
17 10 300' south of Beltline 6689 22.1 98.0 100
18 9 300' south of Beltline 6689 23.4 95.6 97
19 8 300' south of Beltline 6653 15.7 94.2 93
AUGE ID: 3140 STD. DENSITY COUNT: 425 STD. MOISTURE COUNT: 3825
"R" AFTER TEST NUMBER INDICATES RETEST.
· INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS
REMARKS:
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Note: This report is for the exclusive use of the Client addressed. ,.j~~~l~ D~,~
This report may not be reproduced except in its entirety, without · &/~/eo
the written consent of TMI. Results apply only to above tests. Project Manager