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TexasBank 2R-LR050329
GEOSCIENCE ENGINEERING & TESTING, INC. GEOTECHNICAL & MATERIALS ENGINEERS FIELD DENSITY REPORT CLIENT: CrC, me de la Cr&me, L.P. c/o ProJect Solutl,ons Group 580 Hemdon Parkway, Suite 500 Hemdon, Virgl,nia 20170 PROJECT: DATE OF REPORT: 03/29/03 REPORT NO. 0§-DM2605-6a Proposed "Cr&me de la Cr&me" Denton Tap Road Coppei!., Texas MOISTURE/DENSITY RELATIONS Proctor # Description Maximum Dry Optimum Density (pcf) Moisture (%) 1 Dark brown and Bray CLAY (CH) 110.5 14.7 2 Tannish brown and dark brown CLAY (CH) 108.3 17.5 TEST RESULTS LOCATION Unit Moisture Maximum Dry Test # Proctor # Elevation 6" Sanitary Sewer Dry Weight Content (%) Density (%) 1 2 FG-5 Station # 1+10 102.9 21.0 95 2 2 FG-4 Station # 1+10 103.2 20.8 95 3 1 FG-3 Station # 1+10 105.9 17.9 96 4 1 FG-2 Station # 1+10 105.5 18.2 95 5 1 FG-1 Station # 1+10 106.2 18.0 96 6 2 FG Station # 1+10 104.9 21.1 97 7 2 FG-4 Station # 2+20 103.6 21.2 96 8 2 FG-3 Station # 2+20 103.9 20.9 96 9 2 FG -2 Station # 2+20 103.2 20.0 95 10 1 FG- 1 Station # 2+20 105.5 17.9 95 11 1 FG Station # 2+20 105.9 17.4 96 h Reviewed by' ~'~'~~ Syed. S.. A_f~a.r, I~E. I ~ Project Enginee't~.~.J ~ GETI Tech: Jose Remarks: Complies with project specifications, untess other wise noted. GETI 2630 Northaven Road #106 Datias, Texas Ph# (972) 488-3500