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Boring Log Kennedy/Jenks Consultants <br /> Project Name Union Pacific Railroad-Tracy Project Number _ 0565777.18 Boring Name OU2-AO16-S3 <br /> SAMPLES BACKFILL DETAILS <br /> Drill USCS <br /> Type Recovery Penetr. Depth Log Lilhology Color SAMPLE DESCRIPTION and DRILLING REMARK <br /> 8 No. (Feet) Resist. (Feet) <br /> Blows/6" <br /> 3.6SM °•°• 10YR <br /> 6/4 <br /> CL f/ CLAY CL YELLOWISH BROWN OVERALL,VERY <br /> ° IOYR514 STIFFDIU <br /> MEMPLASTICITY MOIST <br /> SM <br /> PID 182 PPM k i �-----------� <br /> SILTY SAND(SM)YELLOWISH BROWN OVERALL, <br /> 20 TRACE GRAVEL,-80-90%FINE-GRAINED SAND,LOW <br /> TO NO PLASTICITY <br /> NOTES <br /> 1.ALL CONTACTS APPROXIMATE <br /> 2. BGS:BELOW GROUND SURFACE <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION, 1990) <br /> 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> READING <br /> 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> o <br /> N <br /> V <br /> U) <br /> q <br /> Y <br /> Z <br /> W <br /> z <br /> Y <br /> a <br /> z <br /> r, <br /> z <br /> it <br /> o <br /> to <br /> m_ <br /> t- <br /> 0 <br /> z <br /> C <br /> U <br /> 7 <br /> lY <br /> z <br /> Z <br /> O <br /> J <br /> 1 J <br /> W <br /> 3 <br /> m <br /> z <br /> z <br /> R <br /> 0 <br /> m(8-87)(3 88)(8 90) SHEET 2 OF 2 <br />