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Vista Point II 3-7-LR050808 11440 Rceder Rd. · Dallas, EX 75229 ;re[-i214i ~2 4i00; Fax (214) REPORT OF FIELD COMPACTION Tested For: Scott & Reid General Contractors, Inc. Project: Vista Point II l,ots 3-7, Block A I~ew isville ,' Coppcll, Texas Date Perforined: 08/08/05 FCI Project No.: M05-842 20 31 FG 5 32 FG 4 34 FG-8 35 FG-7 30 kG-() Density ~cl ASTM D 2922 \,h~mlmc Pet ASFMD~X017 lesiModed)l' BS}: MOISTI'RE/I)ENSITY RELATIONS Material I)escripdon I FDark Gray and Br?wn Silty Clay IN-I>LA('E 'rEST RESULTS 28 FG 8' Sanitar5 Sewrel', [~ilqC SS-I sla/IOll 4 I7(5 '7' Sanitary Sower, ISnc SS-I station 4+00 Santtar5 Sewer, Linc SS 1 station SanitaU Sewer, Line SS-1 station 4400 San tar) Scx~c, l.ine SS-1 staUon 4+00 Samtary Scwch tine SS-] station ~+00 Sanitary Sewer. l,inc SS-1 slation 3 Sanitao' SO\\reF, Linc SS-1 station 3' 00 Samtary Sewer, Linc SS-1 station 3+00 FG-5 Sanitary Se\~er, Line SS-1 station o 00 38 [:G-4 Samtar5 Sewer, l_ine SS-I station 3 ¢00 '9 F(Sal ..... , , utarv Sewer. Linc SS-I statton 5 · 00 41 FG Sanitary Sewer, I me SS-1 station 2+00 Gauge M auu£ :Humboldt Gauge Model: IIS-5001 FZ Probe I)epth; 12 inches 19.5 / t0 .0 j 21.1 100.2 21.2 100.8 20.3 101.4 20.7 21.8 21.2 100.3 j 97.4 21.4 100.2 i 97.3 21.0 I 22.7 100.7 101.1 100.3 101.9 tF/,X: ] R [I~SI'NIrMBliRINI)I(,\i-ISFAILtlld TO('OMPIYWITHPROJECTREQUIREMFNTS 'FechlqJCian: Demonic OoHzales Scott & Reid General Contractors, Inc Kenny Newman Pacheco Koch Consulting Engineers Erik Hauglie P E San Saba Construction, Inc Robert Beserra City of Coppell Larry Davis Checked By: _ ~