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TexasBank 2R-LR050401
~4/08/2005 09:13 7036680~1 PS$ PAGE 11/13 0~/0~/0~ 'I~[T 15:27 "/~L 97248~3~00 G~O$C[A'~C~: ~G~E~[~ ~010 CLIENT: Crbme de la Cra, me, L.P. c/o Project SoluUons Group 580 Hemd~n Parkway, 5utte Hemdon,. Virginia 20170 DATE OF REPORT: 04/01/03 REPORT NO. 05-DM2605-8a PROJECT: Proposed "Crame de ia Cr&me" Denton Tap Road CoppeU, Texas MOISTURE ' I)ENSrI-Y RELATIONS Proctor # Description i taaximum Dry Optimum I ,Denslty (ocr) A~Hsture C4) t Oar~ brown and ~ray CLAY (CFI) ~ 110.~ t4.7 2 Tannish brown and dark brown CLAY (C~) 108.3 ,, ] 7.:~,,, TEST ~RF. SULTS LOCATION , Unit A~o~sture Maximum Dry Test # Proctor # Elevation 8" Water Line: Dry We~ht Content I~) Density ~) 16 Z FO-5 S~o~, ~ 1*20 j 1~.5 19.7 96 t7 2 FG-3 S~tl~ · 1+20 ] 1~.3 18.8 96 18 2 FG Station ~ 1+20 ~ 1~.1 19.5 98 19 2 FG-2 StaUon .~ ~+ZO ~ ,107.1 20.1 99 _ 20 Z FG S~ 8.2+201 1~.5 18,8 98 Z .} Nort~venRoad #106 Da!.l~, Te~m, Ph# (91~2) ,,~8-'3500