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DATE DRILLED: 9-16-14 BORING NO. B-8A EQUIPMENT TYPE:CME-75 <br /> LOCATION: See Boring Location Diagram DRILLING TYPE:7"NSA <br /> ELEVATION: 6288 FIELD ENGINEER:R.Southworth <br /> z w p <br /> a w <br /> D w>. a G a <n U a SOIL DESCRIPTION <br /> 2z Y� <br /> 00o Ov co CO w 0 <br /> d cn 0 <br /> G 4: — CL r LEAN CLAY; brown,very stiff to hard, damp <br /> 7.3 R 1 ss 5— <br /> — P200=89.9%, Qp=4.5+ <br /> — <br /> w — <br /> I I- <br /> 0 <br /> a R I 50/11" 10— <br /> w <br /> LL — <br /> >-0 _ <br /> Z� 5.7 R 35 <br /> 15— LL= = = =a LL= 31 /o, PI =20, P200=96.5/o, Qp=4.5+ <br /> 0< — <br /> U to — <br /> 0 5.2 G ..L. GP COBBLES AND BOULDERS;with clayey sand and gravel matrix, - <br /> Z 1 20— brown, damp __ <br /> w — Boring terminated at 19.5 feet due to auger refusal in nested <br /> °w — cobbles and boulders <br /> w0/ — <br /> OQ <br /> wi_ — <br /> 0 25- <br /> ww — <br /> 1-1= — <br /> ¢_ <br /> p i_ — <br /> a3 — <br /> 0 0 30— <br /> aa — <br /> 00 <br /> 00 — <br /> J J <br /> CO U) — <br /> Tx <br /> I-H — <br /> a 35— <br /> >-w <br /> J 0 — <br /> Z <br /> 0< — <br /> W2 <br /> 0 — <br /> J} <br /> am <br /> Q <br /> >-Z N- STANDARD PENETRATION TEST <br /> Q< R- RING SAMPLE NOTES: Groundwater not encountered during drilling <br /> Z NR- NO SAMPLE RECOVERY <br /> 2 g G- GRAB SAMPLE GPS Coordinates: 37.052278N, 107.8905W <br /> cn I- <br /> U B- BUCKET SAMPLE <br /> T 0 BN- BLUNT NOSE PENETROMETER <br /> PROJECT:CROSSFIRE BONDS GRAVEL PIT <br /> REF.NO.: 3124JS057 <br /> PLATE <br /> WESTERN TECHNOLOGIES INC. <br /> _ A-11 <br /> BORING LOG <br />