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TexasBank 2R-LR050317
GEOSCIENCE ENGINEERING & TESTING, INC. GEOTECHNICAL & MATERIALS ENGINEERS MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Cr~me de la Cr~me, L.P. c/o Project Solutions Group 580 Hemdon Parkway, Suite 500 Herndon, Virginia 20170 PROJECT: Proposed "Cr~me de ia Cr&me" Denton Tap Road CoppeLt, Texas DATE OF REPORT: 03/17/05 REPORT NO. 05-DM2605-2 j METHOD OF TEST ASTM D-698 J : SAMPLE IDENTIFICATION Sampte Description: Dark brown and gray CLAY (CH) SampJe Origin: North section of proposed buiJding pad Proctor ID: # 1 MOISTURE/DENSITY Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (lbs/cu fi): 110.5 Optimum Moisture Content (%): 14.7 A'rrERBERG LIMITS Liquid Limit: 30 PJastic Limit: 15 Plasticity Index: 15 GETI Technician: ALi Reviewed by: Syed ~ p.~---~c Project Engineer GETI 2630 Northaven Road Suite 106 Dattas, Texas 75229 Ph//(972) 488-3500 GEOSCIENCE ENGINEERING & TESTING, INC. GEOTECHNICAL & MATERIALS ENGINEERS MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Cr&me de la Cr&me, L.P. c/o Project Solutions Group 580 Hemdon Parkway, Suite 500 Herndon, Virginia 20170 PROJECT: Proposed "Crbme de la Crbme" Denton Tap Road Coppe[[, Texas DATE OF REPORT: 03/17/05 REPORT NO. 05-DM2605-3 METHOD OF TEST: ASTM D-698 ] Sample Description: Sample Odgin: Proctor ID: MOISTURE/DENSITY Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (tbs/cu fl): 108.3 Optimum Moisture Content (%): 17.5 AI-rERBERG LIMITS Liquid Limit: 34 Plastic Limit: 17 Plasticity Index: 17 GETI Technician: Ali SAMPLE IDENTIFICATION Tannish brown and dark brown CLAY (CH) South section of proposed buildin8 pad /t2 ReWewedb¥: Project Engi~e~t~,.._J ~.~. GETI 2630 Northaven Road Suite 106 Daltas, Texas 75229 Ph# (972) 488-3500