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ASTM/AASHTO Compaction <br />Test Procedure Designation: ASTM D 69$ Standard c4, SL/. <br />Method: A <br />0ansi ?e14N; Laboratory Maximum Dry Unit Weight (Densi(y): 97.8 pef <br />•t"i?tM Mwww.bAiMS s s Labo <br />ratory Optimum Moisture Content (O11,IC): 23.2 % <br />110 <br />0 <br />. <br /> <br /> <br /> <br /> - - - <br /> - - - - - - - - - - - - - <br /> <br /> - - - - - - - Zero Air Void Curves - <br />?" - - - - - - - - - - - - - - - - <br /> <br />U 105 <br />0 Curves of 100%Saturation for <br />. S ? G <br />& ual to: <br /> X . <br />J <br /> \ 2.55,2.60,2.65,2.70,2. 5,2.80 <br /> <br /> <br /> <br /> <br /> <br /> <br />E- 100 <br />0 - - - - <br />. - - - - - - - <br /> - - <br /> <br /> <br /> <br /> <br /> <br /> <br /> S A - <br />+ 95 <br />0 - - - - - - - - - - - - - <br />> <br />. <br />a - - - - - - - - - - - <br /> <br /> <br /> <br /> <br /> <br /> <br /> - - - <br />0 <br />0 - - - - -- - - - - - - - - <br />. <br />9 <br />0.0 5.0 10,0 15.0 20.0 25.0 30.0 35.0 40.0 <br />NVATER CON'1'1',,N'I' - PERCENT OF DRY MASS <br /> <br />Sample Location Elev. or <br />Depth ft <br />LL <br />PL <br />PI -#200, <br />% <br />Soil Dcscription & Classification <br />N-loisture/Density Relationship (Proctor) Test <br />BA-7 0-6 Feet 52 19 33 82.6 CLAY, sandy, moist, dark <br />Visual: brown Project Number: 008.261, Brierley Associates LLC (07038) <br />Project Name: Ready Mix Annex <br /> AASNTO: A-7-6(28) Drawn By: wsb Tested by: dk <br /> <br />USCS: 01 rat clay with sand Checked By: W. S. Bruce Date: 24-Nov-08 <br />Date: I-Dec-08 Lab 11): 822633 <br />Rev. 3/11/05 - Procwr 822633