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6.0 <br />i <br />5.0 . ~ ~ ... ... .i <br />t:: <br />4.0 <br />~ i <br />~. <br />3.0 ~ ~ <br />..i .. ..._. ...... .. .l <br />.. ~ ~ <br />x2.0 ~ <br />N .! ~ ... . '. .. .. 1. ~. <br />m <br />N1.0 , . <br />a i. i i <br />I .. <br />y0.0 i... .... ..... <br />0 0.1 0.2 0.3 0.4 0.5 0.6 <br />HORIZONTAL DEFORMATION (IN.) <br /> <br /> <br />Sample <br />Boring <br />Depth Moisture <br />Content (°) Dry <br />Density <br />No. No. (FT) Before After (PCF) <br />1 • TP-6A 6.9 12.8 21.0 103 <br />2 ~ TP-6A 6-9 12.8 19.9 103 <br />3 • TP-6A 6-9 12.8 18.0 103 <br />4 • TP-6A 6-9 12.8 17.1 103 <br />LL, %: 31 PI, %: 16 -200: 40 <br />Thickness (in): 1.0 Diameter (in): 2.87 <br />Strain Rate (in/min): 0.0095 <br />6.0 <br />I <br />I,.. <br />i ... <br />i <br />4.0 <br />i <br />i <br />i <br />Yz.o <br />N I I <br />N <br />W <br />K <br />N j <br />a I <br />= i i , <br />y0.0 <br />0.0 2.0 4.0 6.0 <br />NORMAL STRESS (NSF) <br /> <br /> <br />Sample <br />No. <br />Normal <br />Stress <br />(KSF) Peak <br />Shear <br />Stress <br />(KSF • Residual <br />Shear <br />Stress <br />(KSF) ~ <br />1 0.5 0.9 0.9 <br />2 1 1.5 1.1 <br />3 2 2.1 2.0 <br />4 4 3.6 3.4 <br />Peak ~ (DEG): <br />Residual ~ (DEG): <br />Peak C (PSF): <br />Residual C (PSF): <br />36 <br />650 <br />500 <br />Sample Description: SAND, CLAYEY, DARK BROWN (SC) <br />Sample Type: BULK, REMOLDED TO 90°J° ASTM D698 <br />arks: <br />Job No. 32,611 <br />Direct Shear Test Results <br />Fig. B-7 <br />