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Trinity Shores-LR020527
GEOTECHNICAL & MATERIALS ENGINEERS MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Ken-Ran Development 2125 N. Josey Lane, Suite 202 Carrollton, Texas 75006 PROJECT: Proposed "Trinity Shore Estates" Sandy Lake Road Coppell, Texas DATE OF REPORT: 05/27/02 REPORT NO..O2-DM857-3 SAMPLE DATE: 05/23/02 METHOD OF TEST: ASTM D-698 SAMPLE IDENTIFICATION: Sample Description~ Gray and tannish brown SHALY CLAY (CH) with gravel Sample Origin: Stockpile- near stormdrain line Proctor tD #2 MOISTURE/DENSITY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (lbs/cu f~)~ 102,8 Optimum Moisture Content (~): 21,0 AI-FERBERG LIMITS: Liquid Limit: 60 Plastic Limit: 23 Plasticity Index: 37 GET! Technician: RY.- Reviewed by: - GETI 2630 Northaven Road #106 Dallas. Texas Ph #(972) 488-3500 ¢ax#(972) 488=8844