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Trinity Shores-LR020826GEOTECHNICAL 8, MATERIALS ENGINEERS MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Ken-Ran Development 2125 N. Josey Lane, Suite 202 Carrol[ton, Texas 75006 DATE OF SERVICE: 08/26/02 PROJECT: Proposed '~l'rinity Shore Estates" Sandy Lake Road ° Coppel[, Texas REPORT NO. 02-DM857-26 METHOD OF TEST: ASTM D-698 J Samp[e Description: Sample Origin: Proctor ID: SAMPLE IDENTIFICATION JTan and gay LIME STABILIZED SHALY CLAY (CH) Exposed ground surface 4L · MOISTURE/DENSITY Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: ([bs/cu ft): 81.7 Optimum Moisture Content (%): 36.0 A'I-I'ERBERG LIMITS Liquid Limit: 60 Plastic Limit: 48 Plasticity Index: 12 GETI Technician: Rlgo Reviewed by: r, P.E. ~gineer GETI 2630 Northaven Road #106 Dallas, Texas ph#(972) 488-3500 GEOTECHNICAL & MATERIALS ENGINEERS FIELD DENSITY REPORT CLIENT: Ken-Ran Development 2125 N. Josey Lane, Suite 202 Carrot[ton, Texas 75006 DATE OF SERVICE: 08/26/02 PROJECT: Proposed '~rdnity Shore Estates" Sandy Lake Road Coppett, Texas REPORT NO. O2-DM857-28a MOISTURE/DENSITY RELATIONS Proctor # Description Maximum Dry Optimum Density (pct) Moisture (%) 1 Gray and light brown SHALY CLAY (CH) with a trace of grave[ 95.8 27.0 2 Gray and tight brown SHALY CLAY (CH) with a trace of grave[ 102.8 21.0 3 Gray and tannish brown SHALY CLAY (CH) with some graver 99.7 22.5 4L Tan and gray LIME STABILIZED SHALY CLAy (CH) 81.7 36.0 TEST RESULTS LOCATION _ Unit Moisture Maximum Dry Test # Proctor # Lift Dry Weight Content (~) Density 82 4L FG Retest of Test #79 78.0 36.5 95 83 4L FG Retest of Test #80 78.7 37.6 96 84 4L FG Retest of Test #81 77.6 39C/'~" 95 Tdnity Court: 85 4L FG Station # 4 + OO 77.9 39.1 95 Trinity Court: 86 4L FG Station # 3 + O0 78.3 36.9 96 GETI Tech: Rigo Remarks: complies with project specifications, un[ess otherwise noted Reviewed by: GETI 2630 Northaven Road //106 Dattas, Texas Ph~ (972) 488-3500 Sye S: LAr . r, ?.E. Project ~gineer