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2 I 3 4 5 6 <br /> 5 MEAN 1328 si <br /> 4 <br /> MEAN 124 pcf <br /> In <br /> 0 A <br /> MEAN 35% I""' _ <br /> MEAN 119 pcf w- 3 I s <br /> MEAN 31 <br /> � I (+J <br /> C� �-j <br /> C = <br /> :3 2 I s3 <br /> Z W= <br /> $U <br /> 18 as <br /> 11 I P <br /> F <br /> N< <br /> 1 -N <br /> W� <br /> 10 16 I W� <br /> MEAN 222 psi jz <br /> MEAN 191 psi 6 <br /> 9 0 <br /> 14 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 64 <br /> UCS (psi) <br /> 7 <br /> 8 <br /> Unconfined Compressive Strength Ww <br /> 12 for Sandstone and Very Sand y_Claystone �, <br /> s 7 - -- - <br /> a <br /> �W <br /> <O <br /> 10 4- <br /> MEAN 135 pcf Z i <br /> 5 6 �< <br /> o� <br /> 5 Cn 8 I a <br /> 0. <br /> 4 F- ~ <br /> O 0 4 O N <br /> L <br /> 3 6 -- <br /> H I o= <br /> 07 <br /> E o <N <br /> E n 3 <� <br /> z 2 z Z 4 O 2-- <br /> om <br /> WO <br /> 2 I zZ <br /> Z <N <br /> W� <br /> 1 1 202 <br /> 1 I x= <br /> FV <br /> 0 0 0 -- <br /> 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 105 110 115 120 125 130 135 0 20 30 40 50 Z <br /> uj <br /> UCS (psi) Dry Density, pcf Plasticity Index, % 0 <br /> Unconfined Compressive 115 120 125 130 135 140 145 150 155 160 165 170 175 0 <br /> I, <br /> Strength Clay-stone Dry Density for Claystone Plasticity Index for Clay_stone Dry Density, pcf <br /> Dry_ <br /> Density for Sandstone and Very Sandy Claystoneuj <br /> WEATHERED 0 LESS WEATHERED 0 WEATHERED 0 LESS WEATHERED D <br /> VERIFY SCALE NO, DATE REVISION BY/FIRM CHK/FIRM DSGN GL p FARMERS RESERVOIR CIVIL PIROJ 154050P3 <br /> BAR IS ONE INCH ON DR DdH AND IRRIGATION CO. HISTOGRAMS DWG <br /> a0Icu4A1 DRAWING. ® CITY OF THORNToN, Co. BEDROCK PROPERTIES OF SAMPLES FIG 4 <br /> O-�� CHK RS RMIC . STANDLEY LAKE <br /> MILS°SHEET �D,VSOTN DAM IMPROVEMENT PROIECT CITY OF NORTHGLENN, CO TESTED NEAR LEFT DAM ABUTMENT <br /> SCALES ACCORDINGLY, APVD OWO SHEET <br /> CITY OF WESTMINSTER, CO <br /> FILENAME: GBR\Fig4(2).dwg PLOT DATE: 12-OCT-2001 PLOT TIME: - <br />