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Trinity Shores-LR020526
· 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: 05/26/02 REPORT NO. 02-DM857-2 SAMPLE DATE: 05/23/02 METHOD OF TEST: ASTM D-698 SAMPLE IDENTIFICATION: Sample Description: Gray and light brown SHALY CLAY (CH) with a trace of gravel Sample Origin Stockpile- near Cul-de-Sac Proctor ID #1 MOISTURE/DENSITY: Preparation Procedure Moist Rammer Description: Mechanical Maximum Dry Density: (lbs/cu ft): 95.8 Optimum Moisture Content (~): 27.0 ATTERBERG LIMITS: Liquid Limit: 64 Plastic Limit: 22 Plasticity Index: 42 GETT Technician: RV .. GETI 2630 Northaven Road #106 Dallas. Texas Ph #(972) 488-3500 fax#(972) 488~8844