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DATE DRILLED: 9-17-14 BORING NO. B-6 EQUIPMENT TYPE:CME-75 <br /> LOCATION: See Boring Location Diagram DRILLING TYPE:7"HSA <br /> ELEVATION: 6319 FIELD ENGINEER:R.Southworth <br /> z wa p <br /> I w� 1-ii a in o a SOIL DESCRIPTION <br /> U)zo YH J U-I < 0 I co <br /> QOo 0v 3 � m W 0 <br /> cn rm <br /> G ;•. — CL LEAN CLAY; brown, very stiff to hard, damp <br /> ::4:. — <br /> 6.s as 5— <br /> R — P200= 93.6%, Qp=4.5+ <br /> w — <br /> I <br /> 0 <br /> I- N 37 0— p <br /> Q =4.5+ <br /> c — <br /> � — <br /> 5 <br /> ° <br /> Z CL SANDY LEAN CLAY; brown, very stiff to hard, damp <br /> <F- <br /> 6.5 — <br /> 2a <br /> LL 15— <br /> w 0-1 6.5 N Z 31 <br /> — P200= 53.3%, Qp= 3.75 <br /> ❑( <br /> 0 N — sP- j POORLY GRADED SAND; with silt, brown, dense, damp <br /> z°w 2. 1 G ` 20— SM P200= 14.6% <br /> _1-z — — <br /> Ow <br /> o� — <br /> w a- CL % LEAN CLAY; brown, very stiff to hard, damp <br /> W4.9 N A 19 25 P200= 96.1%, Qp=4.5+ <br /> 1-� — <br /> z— — <br /> z z — <br /> 00 Np 35 30 <br /> a¢ A — <br /> 00 — <br /> v)U3 <br /> 1-1- — <br /> I-1- GP • ` COBBLES AND BOULDERS;with clayey sand and gravel matrix, <br /> a a 35— brown, damp r <br /> >-w _ <br /> Z z Boring terminated at 35 feet due to auger refusal in nested cobble <br /> 0 a — and boulders <br /> W O — <br /> J} <br /> aM <br /> a <br /> >-z N- STANDARD PENETRATION TEST <br /> Q <br /> < R- RING SAMPLE NOTES: Groundwater not encountered during drilling <br /> 2 2 NR- NO SAMPLE RECOVERY <br /> 2 0 G- GRAB SAMPLE GPS Coordinates: 37.058417N, 107.889639W <br /> co I– <br /> U 8- BUCKET SAMPLE <br /> cn=0 BN- BLUNT NOSE PENETROMETER <br /> I—J <br /> PROJECT:CROSSFIRE BONDS GRAVEL PIT 3124JS057 <br /> PLATE <br /> WESTERN TECHNOLOGIES INC. REF.NO.: <br /> A-9 <br /> BORING LOG <br />