Gunner P2-LR000821 TERIL-k-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
D.4LL.4S FORT WORTH HOUSTON LONG~"IEW .dUSTIN
Il050 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 - Angie Rawie
TMI REPORT #: DC00-040-082 North American Comm. - Kurt Heinbecker
REPORT DATE: 8/21/00 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." 16:00
Moisture Content (%): Opt. - Technician: M. Kashem
MATERIAL REFERENCE CL'RVE DATA
CURVE TEST O.M.C. M.D.D.
NO. METHOD MATERIAL DESCRIPTION (%) (PCF)
7168 ASTM 698D 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 LOCATION CtRVE MOIST. DENSITY DENSITY DENSITY
Fire Lane / Parking Lot at -
1 Grade East side of building r-15 7168 26.8 114.2 90. ! 95
2 Grade East side of building r-16 7168 23.5 ! 13.5 91.9 97
3 Grade East side of building ¥'18 7168 23.9 112.4 90.7 96
GAUGE SN: 15451 DENSITY STD. COL'NT: 2531 MOISTL'RE S'rD. COt:X'r: 656
"R" AFTER TEST NUMBER INDIC..\'i'ES RETEST G..\L (';E M.-\NUI:.-kCTURER: Troxler
* INDICATES FAILURE -1'O COMP[.Y \VITH PROJECT SPECIFICATIONS GAI..'GE MODEL NO.: 3411-B
REMARKS:
sd
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.