Gunner P2-LR000526 (2) TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGV[EW AUSTIN
l l050 Ables Lane. Dallas. Texas 75229 Phone:972-488-8800
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D-2922)
CLIENT: North American Communities DISTRIBUTION:
PROJECT: Karrington Apartments Archon Group - Angle Rawie
TMI REPORT #: DC00-040-024 N. American Communities - Kurt Heinbecker
REPORT DATE: 5/26/00 C.D. Construction - Doyle Dameron
PAGE 2 OF 2 Cit3' of Coppell - Garreth Campbell
City of Coppell - Greg Jones
Don Matlock - Fax: 972-906-0608
SPECIFICATIONS TEST DATA
Percent Compaction: 95 Date Tested: 5:22/00
Moisture Content ("/,,): Opt. or above Technician: S. Adli
MATERIAL REFERENCE CURVE DATA
CL'RVE TEST O.M.C. :M.D.D.
NO. METHOD MATERIAL DESCRIPTION ("A,) (PCF)
6782 ASTM-D698 Dark Brown & Olive Brown Clay w.' Limestone Fragments 27.1 91.1
6689 ASTM-D698 Dark Brown & Tan Clay wi Limestone Fragments 21.7 98.4
6653 ASTM-D698 Olive Clay 19.9 101.1
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922. D3017. RESPECTIVELY
TEST ELEVATION REF. % WET DRY %
NO. OR LIFT I.OCATION Ct'RVE MOIST. DENSITY DENSITY DENSITY
11 -2 50' N. & 50' E. of NE comer ofbldg pad 12 6782 31.6 117.4 89.2 98
12 Top 50' N. & 50' E. of NE comer ofbldg pad 12 6782 28.7 113.5 88.2 97
Storm sewer
13 Final 70' S. & 30' E. of SE comer ofbldg pad 2 6782 31.1 114.6 87.4 96
14 Final 50' S. & 20' W. of SE comer ofbldg pad 1 6689 25.4 119.9 95.6 97
15 Final 50' NE & 20'W ofNW comer bldg pad O 6782 29.5 112.5 86.9 95
GAUGE SN: 3140 DENSITY STD. COUNT: 3859 MOISI't.'RE STD. COUNT: 425
"R" AFTER TEST NUMBER INDIL'ATES RETEST. GAUGE MANUFACTURER: Humb
* INDICATES FAILURE TO COMPLY WITH PROJECT SPEC'IFICATIONS GAUGE MODEL NO.:
REMARKS:
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.