Gunner P2-LR000816 (2) ..~.a~~_:_~ GEOTECHNICAL ENVIRON.MENTAL AND MATERIALS ENGINEERS
~ ~ '~ DALLAS I"ORT WORTH HOUSTON .4 USTIN LO.%-'G~'IEW
/1050 Ables Ln.. Dai,'.as. T~ttas 75229 phone'/972/48$-.h'800 fitx.'t972/48[;-¥080
Report of Moisture-Density Relationship
Client North American Communities
Project Karrington Apartments Report Distribution N. American Com. - K. Heinbecker
ARCHON Group - Angle Rawie
C. D. Const.- Doyle Dammon
TMI Project No. DC00-040 City of Coppell - G. Campbell
City of Coppell - G. Jones
TMI Report No. DC00-040-076 Don Matlock - FAX: 972-906-0608
Report Date 8/16/00
Project Information
Material Origin: Native/Onsite Sampled By: M. Kashem
Sample Location: South parking/firelane areas Sample Date: 8/11/00
Material Description: Light brown CLAY, lime -treated Tested By: Charles Ray
Material Use: Lime-stabilized subgrade
Moisture-Density Relationship -Curve No. 7168
-~
97.0 . . ~
~ 93.0
§ _
89.0
85.0
20.0 22.0 24.0 26.0 28.0
Moisture Content (?4
Material Properties and Test Information Curve No. 7168
Maximum Dry Density: 94.5 pcf Liquid Limit: 39 Passing No. 200:
Optimum Moisture Percent: 23 % Plastic Limit: 37 USCS:
Plasticity Index: 2
Test Method(s): ASTM D698-B, D4318-B
Rammer Description: Mechanical Preparation Procedure: Moist
Remarks:
The results presented in this report pertain only to the specific items tested. This report was aroduced for the exclusive use of the client. Any reproduction of I
Ithis report, or any part thereto, is strictly prohibited without the express written consent of TMi.
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