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Trinity Shores-LR020825
GEOTECHNICAL & MATERIALS ENGINEERS FIELD DENSITY REPORT CLIENT: Ken-Ran Devetopment 2125 Iq. Josey Lane, Suite 202 CarroUton, Texas 75006 DATE OF SERVICE: 08/25/02 PROJECT: Proposed 'ffdnity Shore Estates" Sandy Lake Road CoppeU, Texas REPORT NO. 02-DM857-27a MOISTURE/DENSITY RELATIONS Proctor # Description Maximum Dry Optimum Density (pcf) Moisture (%) 1 Gray and tight 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 grave[ 99.7 22.5 4L Tan and gray LIME STABILIZED SHALY CLAY (CH) 81.7 36.0 TEST RESULTS LOCATION Uhit Moisture Maximum Dry Test # Proctor # Lift Trinity Court Dry Weight Content ~) Density (~) 79 4L FG StaUon# 4 + 50 91.6 15.2' 112 80 4L FG Station# 5 + 50 92.8 20.6* 114 81 4L FG Cut-de-Sac 89.4 25.1 109 GETI Tech: Rigo Remarks: *does not compty with project specifications Reviewed by: iyed {.~AfsarJ ,~. J Projec~Engineer U GETI 2630 Nor[haven Road //106 Dallas, Texas Ph~ (972) 488-3500