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0 <br />0 <br />SHEAR STRENGTH <br />500 1000 <br />in Pounds per Square· Foot <br />1500 2000 2500 3000 <br />441,6 <br />0 o -7*/ <br />Jes Xees eae 545 <br />.. <br />0 • 22€ <br />i 3 03 S@5 <br />500 <br />12*PO <br />2%G <br />0 0 11418 <br />0 <br />7@9 <br />1000 <br />03@#r <br />quare F <br />r <br />./2€45 <br />0 ICAn <br />BORING NUMBER a <br />SAMPLE DEPTH (FT.)/06/4.Ge,5 <br />.eeg. <br />0@/0 <br />1 -VU <br />C <br />i €24· <br />. <br />C <br />- 2000 <br />4.20 <br />W <br />D <br />0 <br />Lu <br />01 2500 <br />LU <br />0 <br />I <br />VALUES USED_, <br />IN ANALYSES <br />\ <br />6€/ <br />,¢§ 1 <br />/%/ <br />0 <br />3 <br />/eNa '-" <br />8@24. <br />00@39 <br />4€#¢ <br />3®5 <br />3000SURC <br />3500 <br />4000 <br />KEY <br />• Tests at field moisture content <br />o Tests at increased moisture content <br />DIRECT SHEAR TEST DATA <br />LEROY CRANDALL 8 ASSOCIATES <br />-PLATE C