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DRIWNG METHOD: Mobile Drill Rig, HSA <br />SURFACE ELEVATION: 60 s Feet <br />m <br />m <br />^ U <br />U <br />d 0 <br />J m <br />= O <br />m � <br />o y <br />DESCRIPTION <br />4-1/2 inches of asphalt. <br />4 inches crushed base course over da <br />brown, silty, gravelly, fine to medium <br />moist. <br />(FILL) <br />Medium stiff to stiff, mottled gray an <br />olive brown, CLAY, moist. <br />(NATIVE CLAY) <br />DATE COMPLETED: 9/21/98 <br />LOGGED BY: MBB <br />R <br />W <br />2 <br />t <br />Standard Penetration Resistance <br />a <br />z <br />rn c <br />U)3 <br />(1401b, weight, 30" drop) <br />o <br />I}-- <br />W W <br />,mum <br />I— <br />o <br />♦ Blows per foot <br />= c <br />2 <br />O <br />tan (an <br />a n <br />O <br />f0O <br />0 <br />10 20 30 40 50 <br />W <br />� <br />S-1 5.5.6 <br />S-2 3-5.6 <br />S-3 1.2.5 <br />Medium stiff, dark grayish brown, CLAY, 5-4 •3-3 <br />moist. Softer consistency than samples above. <br />S <br />Medium dense r yish brow , sil fin N -6 6.10. 1 <br />SAND, mgier <br />(ADVANCE U AS <br />End of bloreh eat 1.5 Reel No oround�water / -11 <br />U ZU 4U b0 60 100 <br />Water Content 1%) <br />Plastic Limit 2 8 Liquid Limit <br />Natural Water Content <br />NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated <br />and therefore may not necessarily be indicative of other times and/or locations. <br />PACIFIC AVENUE OVERCROSSING BORING: BH- 9 <br />HMGEOSCIENCHING EVERETT, WASHINGTON PAGE: i of 1 <br />PROJECT NO.: 98124 FIGURE: A-1 O <br />BORING 9at24 101=98 <br />