Gunner P2-LR000508 (3) 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 3 of 3 Don Matlock - Fax: 972-906-0608
SPECIFICATIONS TEST DATA
Percent Compaction: 95 Date Tested: 4/26/00
Moisture Content (%): Opt. -I- 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
20 7 300' south of Beltline 6689 24.8 94.7 96
21 6 300' south of BelUine 6689 22.6 93.9 95
22 5 300' south of Beltline 6689 24.7 94.0 96
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:
id
This report may not be reproduced except its entirety, without ry
the written consent of TMI. Results apply only to above tests. Project Manager