Laserfiche WebLink
� � , <br /> Direct Shear Test .lob No.: $1 fi7 <br /> ASTM: D3080 <br /> Project: Koch Residence <br /> Boring No.: Sample No. C Depth: Test Date: 10/27/2011 <br /> Location: Sample Type: Bag Date Re orted: 10/31/2011 <br /> Soil Type: Clayey Sand with a little gravel (SC) Shear Rate <br /> 0.001 (in/min) <br /> Remarks: Specimens trimmed to given sizes; Inundated after applying normal load. Conso�idated and <br /> sheared to given displacements at constant rate of 0.001 inches/minute. Liquid Limit: <br /> Plastic Limit: <br /> Plasticit Index: <br /> (`)=Assumed Specific Gravity Specific Gravit ('): 2.68 <br /> 0 ----.-__ ._.. _ . <br /> Failure Criterion: <br /> -0.002 _ _ Max Stress A B C D <br /> - - /nitial � Q X <br /> -0.004 -- ---- ~� - Diameter(In.) 2.51 2.51 2.51 <br /> Thickness(In.) 0.97 0.97 0.97 <br /> �-0.006 -- -- Water Content(%) 17.8 18.4 17.6 <br /> .�-� Or Densit c 110.0 110.4 110.0 <br /> u�i-0.008 -- - - Before Shear <br /> Y � � Thickness(In.) 0.95 0.94 0.92 <br /> � <br /> F -0.01 - Water Content(%) 18.1 17.7 16.6 <br /> c I Dr Densit c 112.6 113.5 115J <br /> '�-0.012 i - , <br /> c <br /> v-0.014 _ Normal Stress 0.50 1.00 2.00 <br /> Shear Stress 0.40 0.89 1.36 <br /> -0.016 � _ "These tests are for informational purposes only and must be reviewed 6y a <br /> � qualifred professional engineer to verify that the test parameters shown a�e <br /> appropriate for any particular design.„ <br /> -0.018 - - <br /> Peak Conditions At Given Shear Disp.Of: 0.3 <br /> -0.02 Friction Angle: �= 31.7 deg. Friction Angle: � 32.1 deg. <br /> 0 0.1 0.2 0.3 Apparent 0.158 TSF Apparent 0.137 TSF <br /> � 6 Cohesion Cohesion <br /> I ! p _ _ _ --------� <br /> � I i <br /> 1.4 - -- - - - I i , <br /> � � <br /> aae�°°°eee�� � I <br /> 1.2 - I i � , <br /> i , 1.5 <br /> � � I I <br /> i -- __ -� G � <br /> N f I II � <br /> ri I N I <br /> N i � <br /> `0.8 y -- - --- - -� v> I ', <br /> 1 N � -�- -r- - - - <br /> � ! t 3� <br /> d N <br /> N O.6 - - .__ � <br /> I , ' � � <br /> I ; <br /> 0.4 -�--- - 0.5 - - _._ - � <br /> � ,� <br /> 0.2 - ._i- I i <br /> II I <br /> 0 � I � <br /> 0 0.1 0.2 0.3 0 0.5 1 1.5 2 <br /> Shear Displacement(inch) Normal Stress(TSF) <br /> OIT. 2 <br /> 2401 W 66th Street NGINE�RING Richtield.Mmnesota 55423-2031 <br /> ESTING, INC. <br />