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Trinity Shores-LR021220
GEOTECHNICAL & MATERIALS ENGINEERS MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Ken-Ran Development 2125 N. Josey Lane, Suite 202 Carrot[ton, Texas 75006 DATE OF SERVICE: 12/20/02 PROJECT: Proposed '"Trinity Shore Estates" Sandy Lake Road Coppe[[, Texas REPORT NO. 02-DM857-34 J METHOD OF TEST ASTM D-698 J I : SAMPLE IDENTIFICATION Sample Description: Tan and gray SHALY CLAY (CH) Sampte Origin: LOT #1 Proctor ID: 5 MOISTURE/DENSITY ' Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dp/Density: ([bs/cu ft): 91.5 Optimum Moisture Content (%): 25.3 ATTERBERG LIMITS Liquid Limit: 86 Plastic Limit: 34 Plasticity Index: 52 GL:TI Technician: Rigo Reviewed by: · 'Afsar, ~P.J~. Project Engin~r GETI 2630 Northaven Road #106 Dallas, Texas ph#(972) 488-3500