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Coppell Heights 9-LR081003GEt)SCtFNCE ENGINEERING AND T~ST1~tG, fl~+~. DAILY FIELD REPORT i CLIENT: MJR Enviranmentat Inc. 7953 Pinkerton Ct. Piano, TX 75025 DATE OF REPORT: 1pi031p8 PRCj.tEGT Coppeit Heights 92f} S. Belt Line Coppeii, Texas REPORT N©. 08-DM3633-7 WEATHER CdNUITIONS: Sunny TEMPERATURE RANGE: 74!° T0: 85° ;~ THE GETi TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE 70 PERFORM FIELD TESTING AS REQUESTED. THE TECHNICIAN PERFORMED A TOTAi. OF THREE (3j FIELD DENSITY TE5T5 ON BACK FILL MATERIAL FOR UTILITIES. LABORATORY TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILT. FOLLOW ON A SEPARATE FtEPpRT. GEi'i Tech: Cody Remarks: GETI 2712 Satsuma Dr. Suite 400 Dallas, Texas 75229 PIh# 972.4$8-35~ Reviewed by: ~ 'V' Syed S, Afsar~ ....~, Project ~n~+r~eer GEC~SiClENCE ENGINEEF![VC ANC3 TEST!lVC, !hlC. `YCaZ'~,~',.,~~`2".~~~. ~`Z,~I~~D~ ~2~Zt~`.~_"~`Y'C3~t~,.t+; CLIENT; MJR Environmental Inc. 7953 Pinkerton Ct. Plano, T1C 75Q25 Pi20,lEC't Coppell Heigl#ts 420 5. Stilt Line Coppell, Texas [?ATE (?F REPQK11CI1(?31t}8 EPt?fiT N©, OS-DM3b33-7a s~ Proctor Description Ntaximum Dry Optimum Moisture Density tpc!) {~} 1 Qark Brown Clay 102.6 18.2 ,` .TS Test ~ Proctor # Ltft ~tKATiON U Moisture Maximu Dry STORM DRAIN A p eight Content % density( ) 4 1 FG-i 5ta: 2+45 80.4 28.5.... '78 . 2 1 FG-1.5 5ta: 1+35 82.8 24.6 '8i;;%' 3 i l~G-1.S Sta:1+30 90.6 26.3 GETITech: Gustavo Remarks: Does not comp4y with project specificat#ons. Reviewed by: ,~,~ r ~'. }~ Syed 5. Afsar, P. roject Eng~ r GETt 2712 Satsuma dr. State 4Q0 datlas, Texas 75229